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RESPONSE_TO_COMMENT_LETTERS_ RECEIVED_AFTER_COMMENT_PERIOD.pdf

Moreno Valley City Council
November 19, 2024

Document
RESPONSE_TO_COMMENT_LETTERS_ RECEIVED_AFTER_COMMENT_PERIOD.pdf
Meeting
November 19, 2024
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Moreno Valley City Council
Pages
275
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20.9 MB
Text extracted from the city's file for reading and search. Open the original on pub-morenovalley.escribemeetings.com. That file is the official record.

SEIR FOR THE AQUABELLA SPECIFIC PLAN AMENDMENT PROJECT 15010 NOVEMBER 2024 1
Responses to Late Comment Letters Received
on the Draft Subsequent Environmental
Impact Report
The California Environmental Qulity Act (CEQA) does not require the City to provide written responses to late letters submitted after the noticed public comment period (Pub. Resources Code, §§21091(d) and 21092.5(c); CEQA Guidelines, §15088). Nonetheless, and without waiving or forfeiting any rights under CEQA, the following responses are provided to the late letters received on or before the Planning Commission noticed public hearing on the Project.

The late comment letters have been numbered in a continuation from the 14 comment letters that were received on the Draft SEIR from agencies, organizations, and individuals and were responded to in Chapter 2, Response to Comment Letters Received on the Draft Subsequent Environmental Impact Report, of the Final SEIR. The late comment letters are shown below in Table 1, and responses to each late letter are included subsequently.

Attached to this document are the following appendices:

Appendix A: Aquabella – Supplemental Analysis for On-Site Senior Center Memorandum Appendix B: Southern California Association of Governments (SCAG) Connect SoCal 2024 Public Participation & Consultation Comments and Responses
Appendix C: Minute Order, dated April 12, 2024.

Table 1. Comment letters and Commenters
Comment Letter Commenter Date Received
Agency
A7 Southern California Gas and Electric (SoCalGas) - Distribution October 21, 2024 A8 Riverside County Flood Control & Water Conservation District 1 October 24, 2024 A9 Riverside County Flood Control & Water Conservation District 2 October 24, 2024 Organization
O8 Mitchell M. Tsai – Western States Regional Council of Carpenters October 24, 2024 O9 Riverside Shariff’s Association October 23, 2024
O10 California Department of Fire (CALFire) Local 2881 October 23, 2024 Individual
I2 George Hague 1 October 24, 2024
I3 George Hague 2 October 24, 2024
I4 Eunice Kang October 19, 2024

RESPONSES TO COMMENTS
SEIR FOR THE AQUABELLA SPECIFIC PLAN AMENDMENT PROJECT 15010 NOVEMBER 2024 2

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Comment Letter A7
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From: Rubal, Joshua
To: Planning Notices_DG
Cc: SCG SE Region Redlands Utility Request; SoCalGasTransmissionUtilityRequest Subject: 10/21/24-Specific Plan Amendment (PEN23-0109), General Plan Amendment (PEN23-0127), Change of Zone (PEN24-0041), Tentative Tract Map No. 38850 (PEN23-0118), and Development Agreement (PEN23-0119) Date: Monday, October 21, 2024 11:47:31 AM
Attachments: 20241021103840.pdf
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This response is from SoCalGas Distribution.

I am including SoCalGas Transmission
[email protected] as they also have facilities in the area.

Hello,
I just reviewed the documents regarding Specific Plan Amendment (PEN23-0109), General Plan Amendment (PEN23-0127), Change of Zone (PEN24-0041), Tentative Tract Map No. 38850 (PEN23-0118), and Development Agreement (PEN23-0119) SoCalGas Distribution does have facilities in the area. Please note on case to have Developer contact 811 / USA at DigAlert | Utility Locating California | Underground Wire & Cable Locator prior to any excavation / demolition activities so we can Locate & Mark out our facilities.

If the Developer needs new gas service, please have them contact our Builder Services group to begin the application process as soon as practicable, at https://www.socalgas.com/for-your-business/builder-services.

To avoid delays in processing requests and
notifications, please have all Franchise corespondence
sent to our Utility Request inbox, at
SCGSERegionRedlandsUtilityRequest@semprautilities.
com
I cover the Southeast Region – Redlands
[email protected] would be your contact for requests in the southeastern ends of LA County, Riverside County, San Bernardino & Imperial Counties.

Southeast Region - Anaheim office which is all of Orange County and the southern A7-1

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ends of Los Angeles County; therefore, any Map and/or Will Serve Letter requests you have in these areas please send them to
AtlasRequests/[email protected]
Northwest Region – Compton HQ For West and Central LA County, your Map Request and Will Serve Letters, will go to [email protected] Northwest Region - Chatsworth
For any requests from the northern most parts of LA County all the way up to Visalia, San Luis Obispo, Fresno and Tulare you would contact
[email protected] Transmission
For Transmission requests, please contact SoCalGas Transmission, at [email protected]
READ MORE ……..

MINOR STREET IMPROVEMENT PROJECTS: (CHIP SEAL, SLURRY SEAL, GRIND &

OVERLAY)
Please notify Southern California Gas Company 4 months prior to start of pavement
projects for the gas company to complete leak survey & repair leaks if found.

MAJOR STREET IMPROVEMENT PROJECTS: (PROJECTS REQUIRING EXCAVATIONS GREATER THAN 9 INCHES, WIDENING OF EXISTING STREETS, INSTALLING NEW

CURBS &
GUTTERS, BUS PADS, TRAFFIC SIGNALS, REALIGNMENT, GRADE SEPARATION, ETC.) &
PIPELINE PROJECTS: (STORM DRAIN, WATERLINE, WATER, SEWER, ELECTRICAL, TELECOMUNICATIONS, ETC.)
Please provide Southern California Gas Company with your signed designed plans
with gas company facilities posted on your designs plans, 4-6 months prior to start of construction for possible relocation of SCG medium pressure facilities and 9-12 months
for possible relocation of SCG high pressure facilities.

This time is needed to analyze plans and to design required alterations to any A7-1
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conflicting SCG gas facilities. Please keep us informed of any and all pre- construction meetings, construction schedules, etc., so that our work can be scheduled accordingly.

Potholing may be required to determine if a conflict exists between the proposed development and our facilities. If, for any reason, there are SCG facilities in conflict, and a request to be relocated is needed, it is important to send the request in writing. Please include all required information below:

A Signed “Notice to Owner” request on Official Letterhead from the City, County,
and/or company.

Name, Title and Project Number.

Address, Location, Start Date, Parameters & Scope of Entire Job/Project.

Copy of Thomas Guide Page and/or Google Map Screenshot Highlighting Project Area.

Requestor Company’s Contact Name, Title, Phone Number, Email, and other pertinent information.

Thank you,
Josh Rubal
Lead Planning Associate
Distribution Planning & Project Management
Redlands HQ - Southeast Region
(213) 231-7978 Office
[email protected]
A7-1
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RESPONSES TO COMMENTS
SEIR FOR THE AQUABELLA SPECIFIC PLAN AMENDMENT PROJECT 15010 NOVEMBER 2024 3
Response to Comment Letter A7
Southern California Gas and Electric (SoCalGas) - Distribution A7-1. This comment letter states SoCalGas does have facilities in the Project area and recommends the Developer use 811/USA DigAlert prior to any excavation or demolition activities so SoCalGas can locate and mark their facilities. Further the comment letter recommends the Developer contact the SoCalGas Builder Services for gas service, and requested correspondence is sent to the Utility Request inbox. The comment letter provided information about the regional offices, m inor street Improvement projects, major street improvement projects, and pipeline projects. The City thanks you for the comment letter.

The comment does not identify any specific issue with respect to the adequacy of the Draft SEIR ; therefore, no further response is required.

RESPONSES TO COMMENTS
SEIR FOR THE AQUABELLA SPECIFIC PLAN AMENDMENT PROJECT 15010 NOVEMBER 2024 4

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Comment Letter A8
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From: McNeill, Amy
To: Planning Notices_DG
Cc: McKinney, Elsa
Subject: PEN24-0041 TR 38850 - COAs do not address previous District comment letter.

Date: Thursday, October 24, 2024 11:26:52 AM
Attachments: 2878_001.pdf
Pages from RESOLUTION_NO_2024_33 TR 38850 COAs.pdf
256981_{8CCB1DCB-BE12-CB4A-8682-90A31D200000}.pdf
Importance: High
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Hello Kirt,

We received the attached notice (1st attachment) for the City of Moreno Valley Planning Commission hearing. When I reviewed the COAs for the Tract Map 38850 (2nd attachment) I am not seeing how our comments in the previous District response letter (3rd attachment) are being addressed.

This is a unique case because it is including a Development Agreement. I did not review the agreement.

I will process another letter in response to this transmittal but wanted to give a heads up prior to the meeting in case I am missing something.

Thank you,
Amy

Legend for screen capture below:

Purple lines are pending approval – about to be RCFC maintenance.

Red lines are RCFC existing facilities.

Yellow are proposed RCFC Master Drainage Plan facilities.

Light blue are city storm drain/drainage facilities.

Amy McNeill, PE | Engineering Project Manager
Development Review
Riverside County Flood Control & Water Conservation District 1995 Market Street | Riverside, CA 92501
Direct: 951-955-1214 | Email: [email protected]

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If you are not the author's intended recipient, be advised that you have received this email in error and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you have received this email in error please delete all copies, both electronic and printed, and contact the author immediately.

County of Riverside California
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16 Resolution No. 2024-33
October 24, 2024

EXHIBIT F

Tentative Tract Map No. 38850
Conditions of Approval
(PEN23-0118)

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CONDITIONS OF APPROVAL
Tentative Tract Map (PEN23-0118)

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CITY OF MORENO VALLEY

CONDITIONS OF APPROVAL
Tentative Tract Map (PEN23-0118)
EFFECTIVE DATE:

EXPIRATION DATE:

COMMUNITY DEVELOPMENT DEPARTMENT
Planning Division

1. A change or modification to the land use or the approved site plans may require a separate approval. Prior to any change or modification, the property owner shall contact the City of Moreno Valley Community Development Department to determine if a separate approval is required.

2. Any expansion to this use or exterior alterations will require the submittal of a separate application (s) and shall be reviewed and approved under separate permit(s). (MC 9.02.080)

3. This approval shall expire three years after the approval date of this project unless used or extended as provided for by the City of Moreno Valley Municipal Code; otherwise it shall become null and void and of no effect whatsoever. Use means the beginning of substantial construction contemplated by this approval within the three-year period, which is thereafter pursued to completion, or the beginning of substantial utilization contemplated by this approval. (MC 9.02.230)

4. The Developer shall defend, indemnify and hold harmless the City, city council, commissions, boards , subcommittees and the City’s elected and appointed officials, commissioners, board members, officers, agents, consultants and employees (“City Parties”) from and against any and all liabilities, demands, claims, actions or proceedings and costs and expenses incidental thereto (including costs of defense, settlement and reasonable attorneys' fees), which any or all of them may suffer, incur, be responsible for or pay out as a result of or in connection with any challenge to the legality, validity or adequacy of any of the following items: ( i) any prior or current agreements by and among the City and the Developer; (ii) the current, concurrent and subsequent permits, licenses and entitlements approved by the City; (iii) any environmental determination made by the City in connection with the Project Site and the Project; and (iv) any proceedings or other actions undertaken by the City in connection with the adoption or approval of any of the above. In the event of any administrative, legal, equitable action or other proceeding instituted by any third party (including without limitation a governmental entity or official) challenging the legality, validity or adequacy of any of the above items or any portion thereof, the Parties shall mutually cooperate with each other in A8-3
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CONDITIONS OF APPROVAL
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defense of said action or proceeding. Notwithstanding the above, the City, at its sole option, may tender the complete defense of any third party challenge as described herein. In the event the City elects to contract with special counsel to provide for such a defense, the City shall meet and confer with the Developer regarding the selection of counsel, and the Developer shall pay all costs related to retention of such counsel by the City.

5. This project is located within Specific Plan 218 (SP-218). The provisions of the specific plan, the design manual, their subsequent amendments, and the Conditions of Approval shall prevail unless modified herein. (MC 9.13)

6. The site shall be developed in accordance with the approved plans on file in the Community Development Department - Planning Division, the Municipal Code regulations, General Plan, and the conditions contained herein. Prior to any use of the project site or business activity being commenced thereon, all Conditions of Approval shall be completed to the satisfaction of the Planning Official. (MC

9.14.020)

7. All site plans, grading plans, landscape and irrigation plans, fence/wall plans , lighting plans and street improvement plans shall be coordinated for consistency with this approval.

Special Conditions

8. Prior to the issuance of grading permits, mitigation measures contained in the Mitigation Monitoring Program approved with this project shall be implemented as provided therein.

9. Prior to any site disturbance and/or grading plan submittal, and or final map recordation, a mitigation monitoring fee, as provided by City ordinance, shall be paid by the applicant/owner. No City permit or approval shall be issued until such fee is paid. (CEQA)

10. Prior to final map recordation, or building permit issuance, subdivision phasing (including any proposed common open space or improvement phasing, if applicable), shall be subject to a separate Phasing Plan submittal for Planning Division approval. Any proposed phasing shall provide for adequate vehicular access to all lots in each phase as determined by the City Transportation Engineer or designee and shall substantially conform to all intent and purpose of the subdivision approval. (MC 9.14.080)

11. All undeveloped portions of the site in perpetuity shall be maintained in a manner that provides for the control of weeds, erosion and dust. (MC 9.02.030) A8-3
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Prior to Grading Permit

12. At least thirty days prior to issuance of any grading permit, the developer shall retain a qualified archaeologist, provide a letter identifying the name and qualifications of the archaeologist to the Planning Division for approval, to monitor all ground disturbing activities in an effort to identify any unknown archaeological resources and to evaluate and recommend appropriate actions for any archaeological deposits exposed by construction activity.

At least thirty days prior to issuance of a grading permit, the applicant shall provide evidence that contact has been established with the appropriate Native American Tribe(s), providing notification of grading, excavation and the proposed monitoring program and to coordinate with the City and Tribe(s) to develop a cultural resources treatment and monitoring agreement. The agreement shall address treatment of known cultural resources, the designation, responsibilities and participation of Tribal monitors during grading, excavation and ground disturbing activities; project grading and development scheduling; terms of compensation; and treatment and final disposition of any cultural resources, sacred sites, and human remains discovered on the site.

A report documenting the proposed methodology for grading monitoring shall be submitted to and approved by the Planning Division prior to issuance of any grading permit. The monitoring archaeologist shall be empowered to stop and redirect grading in the vicinity of an exposed archaeological deposit until that deposit can be fully evaluated. The archaeologist shall consult with affected Tribe(s) to evaluate any archaeological resources discovered on the project site. Tribal monitors shall be allowed to monitor all grading, excavation and groundbreaking activities, and shall also have authority to stop and redirect grading activities in consultation with the project archaeologist.

The property owner shall relinquish ownership to the Tribe(s) of all Native American cultural resources, including sacred items, burial goods and all archaeological artifacts that are found on the project site for proper treatment and disposition. All sacred sites, should they be encountered with the project site, shall be avoided and preserved as the preferred mitigation.

If any inadvertent discoveries of subsurface archaeological or cultural resources occur during grading, the applicant, project archaeologist, and Tribe(s) shall assess the significance of such resources and shall meet and confer regarding mitigation of such resources. Avoidance is the preferred method of preservation of archaeological resources. If the applicant, project archaeologist and Tribe (s) cannot agree on the significance or mitigation for such resources, the issue(s) will be presented to the Planning Official with adequate documentation. The Official shall A8-3
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make a determination based on the provisions of CEQA and consideration of the religious beliefs, customs and practices of the Tribe(s).

13. Prior to issuance of any grading permit, all Conditions of Approval, Mitigation Measures and Airport Land Use Commission Conditions of Approval shall be printed on the grading plans.

14. Prior to issuance of any grading permits, mitigation measures contained in the Mitigation Monitoring Program approved with this project shall be implemented as provided therein. A mitigation monitoring fee, as provided by City ordinance, shall be paid by the applicant within 30 days of project approval. No City permit or approval shall be issued until such fee is paid. (CEQA)

15. Prior to issuance of grading permits, the developer shall pay the applicable Stephens’ Kangaroo Rat (SKR) Habitat Conservation Plan mitigation fee. (Ord)

16. If potential historic, archaeological, Native American cultural resources or paleontological resources are uncovered during excavation or construction activities at the project site, work in the affected area must cease immediately and a qualified person (meeting the Secretary of the Interior's standards (36CFR61)) shall be consulted by the applicant to evaluate the find, and as appropriate recommend alternative measures to avoid, minimize or mitigate negative effects on the historic , prehistoric, or paleontological resource. Determinations and recommendations by the consultant shall be immediately submitted to the Planning Division for consideration, and implemented as deemed appropriate by the Community Development Director, in consultation with the State Historic Preservation Officer (SHPO) and any and all affected Native American Tribes before any further work commences in the affected area.

If human remains are discovered during grading and other construction excavation , no further disturbance shall occur until the County Coroner has made necessary findings as to origin. If the County Coroner determines that the remains are potentially Native American, the California Native American Heritage Commission shall be notified within 5-days of the published finding to be given a reasonable opportunity to identify the “most likely descendant.” The “most likely descendant” shall then make recommendations, and engage in consultations concerning the treatment of the remains (California Public Resources Code 5097.98). (GP Objective 23.3, CEQA).

17. Within thirty (30) days prior to any grading or other land disturbance, a pre-construction survey for Burrowing Owls shall be conducted pursuant to the established guidelines of Multiple Species Habitat Conservation Plan. The pre-construction survey shall be submitted to the Planning Division prior to any disturbance of the site and/or grading permit issuance.

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18. Prior to issuance of any grading permits, rock outcroppings or aesthetic features shall be identified on the grading plans as preserved in place, relocated, transplanted or otherwise protected. Features to be protected shall be identified and designated on the grading plan.

19. Prior to the issuance of grading permits, a temporary project identification sign shall be erected on the site in a secure and visible manner. The sign shall be conspicuously posted at the site and remain in place until occupancy of the project .

The sign shall include the following:
a. The name (if applicable) and address of the development. b. The developer’s name, address, and a 24-hour emergency telephone number.

Building Division

20. The proposed non-residential project shall comply with the latest Federal Law, Americans with Disabilities Act, and State Law, California Code of Regulations, Title 24, Chapter 11B for accessibility standards for the disabled including access to the site, exits, bathrooms, workspaces, trash enclosures, etc.

21. The proposed residential project (3 or more dwelling units) shall comply with the latest Federal Law, Americans with Disabilities Act, and State Law, California Code of Regulations, Title 24, Chapter 11A for accessibility standards for the disabled including access to the site, exits, kitchens, bathrooms, common spaces, pools/spas, etc.

22. The appropriation from local tax from construction contracts to the local jurisdiction of the specific construction job site is hereby required. This is accomplished by a contractor or subcontractor obtaining a construction site sub-permit for the job site.

The contractors, or subcontracts, that have individual contracts with a value of $5 million or more are subject to this condition.

The qualifying contract price applies to each contract or subcontract for work performed at the jobsite, and not to the total value of the prime contract. In order to obtain a jobsite sub-permit, the contractor or subcontractor must meet the following criteria:
a) have an active permit with the California Department of Tax and Fee Administration (CDTFA),
b) must be registered as a retailer, not consumer, of materials, and c) have an executed contract over $5 million to install materials at the jobsite.

The Prime Contractor will require that the subcontractors or other contractors exercise their option to obtain a California Department of Tax & Fee Administration construction site sub-permit for the jobsite and allocate all eligible use tax payments to the City of Moreno Valley. Prior to any Notice to Proceed(s), the Prime Contractor A8-3
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shall provide the City of Moreno Valley Finance and Management Services Department with a list of subcontractors associated with the project along with a copy of their sub-permit that shows their CDTFA account number or a signed statement that sales and use tax does not apply to their portion of the project.

23. All new buildings 10,000 square feet and over, shall include building commissioning in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements (OPR). All requirements in the California Green Building Standards Code sections 5.410.2 - 5.410.2.6 must be met.

24. All new structures shall be designed in conformance to the latest design standards adopted by the State of California in the California Building Standards Code (California Code of Regulations, Title 24) including requirements for allowable area, occupancy separations, fire suppression systems, accessibility, etc.

25. Any construction within the city shall only be completed between the hours of seven a.m. to seven p.m. Monday through Friday, excluding holidays, and from eight a.m. to four p.m. on Saturday, unless written approval is first obtained from the Building Official or City Engineer per City of Moreno Valley Municipal Code (MC 8.14.040E).

26. The proposed development is subject to the payment of required development fees as required by the City’s current Fee Ordinance at either 1) based on time of valid building application submittal, 2) prior to permit issuance, or 3) as determined by the City (via special ordinance, etc.).

27. The proposed non-residential project shall comply with California Green Building Standards Code, Section 5.106.5.3, mandatory requirements for Electric Vehicle Charging Stations (EVCS).

28. The proposed residential project shall comply with the California Green Building Standards Code, Section 4.106.4, mandatory requirements for Electric Vehicle Charging Stations (EVCS).

29. The proposed project is located in a High Fire Severity Zone; Wild-land Urban Interface Fire Area. Design standards and construction must comply with section R337 of the California Residential Code.

30. The proposed project is subject to approval by the Moreno Valley Unified School District and all applicable fees and charges shall be paid prior to permit issuance .

Contact MVUSD at 951.571.7690 Ext. 17376 for specific details.

31. Prior to construction submittal, all new development, including residential accessory dwelling units (ADU's) are required to obtain a new property address. Address requests must be part of your initial application. The form can be obtained at A8-3
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http://www.moval.org/city_hall/forms/building-safety/AddressRequest.pdf.

32. The proposed project’s occupancy shall be classified by the Building Official and must comply with exiting, occupancy separation(s) and minimum plumbing fixture requirements. Minimum plumbing fixtures shall be provided per the California Plumbing Code, Table 422.1. The occupant load and occupancy classification shall be determined in accordance with the California Building Code.

33. Building plans submitted shall be signed and sealed by a California licensed design professional as required by the State Business and Professions Code.

Electronic/Digital signature is acceptable as all plan submittals are electronic reviews.

34. Contact the Building Safety Division for permit application submittal requirements.

The following link gives the minimum plan submittal requirements:
http://www.moval.org/city_hall/forms/building-safety/CommercialSubmittalRequirem ents.pdf.

35. Contact the Building Safety Division for permit application submittal requirements.

The following link gives the minimum plan submittal requirements:
http://www.moval.org/city_hall/forms/building-safety/SFD-ADU-Ro omAdditionPlanG uidelines.pdf.

36. Prior to permit issuance, every applicant shall submit a properly completed Waste Management Plan (WMP), as a portion of the building or demolition permit process (MC 8.80.030).

37. The proposed project is subject to approval by the Eastern Municipal Water District and all applicable fees and charges shall be paid prior to permit issuance. Contact EMWD at 951.928.3777 for specific details.

FIRE DEPARTMENT
Fire Prevention Bureau

38. All Fire Department access roads or driveways shall not exceed 12 percent grade. (CFC 503.2.7 and MVMC 8.36.060[G])

39. The Fire Department emergency vehicular access road shall be (all weather surface) capable of sustaining an imposed load of 80,000 lbs. GVW, based on street standards approved by the Public Works Director and the Fire Prevention Bureau. The approved fire access road shall be in place during the time of construction. Temporary fire access roads shall be approved by the Fire Prevention Bureau. (CFC 501.4, and MV City Standard Engineering Plan 108d) A8-3
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40. The angle of approach and departure for any means of Fire Department access shall not exceed 1 ft drop in 20 ft (0.3 m drop in 6 m), and the design limitations of the fire apparatus of the Fire Department shall be subject to approval by the AHJ. (CFC 503 and MVMC 8.36.060)

41. The appropriation from local tax from construction contracts to the local jurisdiction of the specific construction job site is hereby required. This is accomplished by a contractor or subcontractor obtaining a construction site sub-permit for the job site.

The contractors, or subcontracts, that have individual contracts with a value of $5 million or more are subject to this condition.

The qualifying contract price applies to each contract or subcontract for work performed at the jobsite, and not to the total value of the prime contract. In order to obtain a jobsite sub-permit, the contractor or subcontractor must meet the following criteria:
a) have an active permit with the California Department of Tax and Fee Administration (CDTFA),
b) must be registered as a retailer, not consumer, of materials, and c) have an executed contract over $5 million to install materials at the jobsite.

The Prime Contractor will require that the subcontractors or other contractors exercise their option to obtain a California Department of Tax & Fee Administration construction site sub-permit for the jobsite and allocate all eligible use tax payments to the City of Moreno Valley. Prior to any Notice to Proceed(s), the Prime Contractor shall provide the City of Moreno Valley Finance and Management Services Department with a list of subcontractors associated with the project along with a copy of their sub-permit that shows their CDTFA account number or a signed statement that sales and use tax does not apply to their portion of the project.

42. Prior to construction, all locations where structures are to be built shall have an approved Fire Department access based on street standards approved by the Public Works Director and the Fire Prevention Bureau. (CFC 501.4)

43. Prior to issuance of Building Permits, the applicant/developer shall provide the Fire Prevention Bureau with an approved site plan for Fire Lanes and signage. (CFC 501.3)

44. Prior to issuance of Certificate of Occupancy or Building Final, “Blue Reflective Markers” shall be installed to identify fire hydrant locations in accordance with City specifications. (CFC 509.1 and MVLT 440A-0 through MVLT 440C-0)

45. Prior to issuance of Certificate of Occupancy or Building Final, all commercial buildings shall display street numbers in a prominent location on the street side and rear access locations. The numerals shall be a minimum of twelve inches in height. (CFC 505.1, MVMC 8.36.060[I])
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46. Existing fire hydrants on public streets are allowed to be considered available .

Existing fire hydrants on adjacent properties shall not be considered available unless fire apparatus access roads extend between properties and easements are established to prevent obstruction of such roads. (CFC 507, 501.3) a - After the local water company signs the plans, the originals shall be presented to the Fire Prevention Bureau for signatures. The required water system, including fire hydrants, shall be installed, made serviceable, and be accepted by the Moreno Valley Fire Department prior to beginning construction. They shall be maintained accessible.

47. Final fire and life safety conditions will be addressed when the Fire Prevention Bureau reviews building plans. These conditions will be based on occupancy, use, California Building Code (CBC), California Fire Code (CFC), and related codes, which are in effect at the time of building plan submittal.

48. Prior to issuance of Certificate of Occupancy or Building Final, the applicant/developer shall install a fire alarm system monitored by an approved Underwriters Laboratory listed central station based on a requirement for monitoring the sprinkler system, occupancy or use. Fire alarm panel shall be accessible from exterior of building in an approved location. Plans shall be submitted to the Fire Prevention Bureau for approval prior to installation. (CFC Chapter 9 and MVMC

8.36.100)

49. The Fire Code Official is authorized to enforce the fire safety during construction requirements of Chapter 33. (CFC Chapter 33 & CBC Chapter 33)

50. Prior to issuance of Building Permits, the applicant/developer shall participate in the Fire Impact Mitigation Program. (Fee Resolution as adopted by City Council)

51. Fire lanes and fire apparatus access roads shall have an unobstructed width of not less than twenty–four (24) feet and an unobstructed vertical clearance of not less the thirteen (13) feet six (6) inches. (CFC 503.2.1 and MVMC 8.36.060[E])

52. Prior to issuance of Certificate of Occupancy or Building Final, the applicant/developer shall install a fire sprinkler system based on square footage and type of construction, occupancy or use. Fire sprinkler plans shall be submitted to the Fire Prevention Bureau for approval prior to installation. (CFC Chapter 9, MVMC 8.36.100[D])

53. Prior to issuance of the building permit for development, independent paved access to the nearest paved road, maintained by the City shall be designed and constructed by the developer within the public right of way in accordance with City Standards. (MVMC 8.36.060, CFC 501.4)

54. Prior to issuance of a Certificate of Occupancy or Building Final, a “Knox Box Rapid A8-3
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CONDITIONS OF APPROVAL
Tentative Tract Map (PEN23-0118)

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Entry System” shall be provided. The Knox-Box shall be installed in an accessible location approved by the Fire Code Official. All exterior security emergency access gates shall be electronically operated and be provided with Knox key switches for access by emergency personnel. (CFC 506.1)

55. The minimum number of fire hydrants required, as well as the location and spacing of fire hydrants, shall comply with the C.F.C., MVMC, and NFPA 24. Fire hydrants shall be located no closer than 40 feet to a building. A fire hydrant shall be located within 50 feet of the fire department connection for buildings protected with a fire sprinkler system. The size and number of outlets required for the approved fire hydrants are (6” x 4” x 2 ½” x 2 ½”) (CFC 507.5.1, 507.5.7, Appendix C, NFPA 24-7.2.3, MVMC 912.2.1)

56. Multi-family residences shall display the address in accordance with the Riverside County Fire Department Premises Identification standard 07-01. (CFC 505.1)

57. Fire Department access driveways over 150 feet in length shall have a turn-around as determined by the Fire Prevention Bureau capable of accommodating fire apparatus. (CFC 503 and MVMC 8.36.060, CFC 501.4)

58. During phased construction, dead end roadways and streets which have not been completed shall have a turn-around capable of accommodating fire apparatus. (CFC 503.1 and 503.2.5)

59. If construction is phased, each phase shall provide an approved emergency vehicular access way for fire protection prior to any building construction. ( CFC 501.4)

60. Plans for private water mains supplying fire sprinkler systems and/or private fire hydrants shall be submitted to the Fire Prevention Bureau for approval. (CFC 105 and CFC 3312.1)

61. The Fire Prevention Bureau is required to set a minimum fire flow for the remodel or construction of all commercial buildings per CFC Appendix B and Table B105.1.

The applicant/developer shall provide documentation to show there exists a water system capable of delivering said waterflow for 2 hour(s) duration at 20-PSI residual operating pressure. The required fire flow may be adjusted during the approval process to reflect changes in design, construction type, or automatic fire protection measures as approved by the Fire Prevention Bureau. Specific requirements for the project will be determined at time of submittal. (CFC 507.3, Appendix B)

62. Prior to issuance of Certificate of Occupancy or Building Final, all residential dwellings shall display street numbers in a prominent location on the street side of the residence in such a position that the numbers are easily visible to approaching emergency vehicles. The numbers shall be located consistently on each dwelling A8-3
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CONDITIONS OF APPROVAL
Tentative Tract Map (PEN23-0118)

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throughout the development. The numerals shall be no less than four (4) inches in height and shall be low voltage lighted fixtures. (CFC 505.1, MVMC 8.36.060[I])

63. Dead-end streets and/or fire apparatus access roads in excess of 150 feet in length shall be provided with an approved turnaround for fire apparatus.

64. Prior to building construction, dead end roadways and streets which have not been completed shall have a turnaround capable of accommodating fire apparatus. ( CFC 503.2.5)

65. Prior to issuance of Building Permits, the applicant/developer shall furnish one copy of the water system plans to the Fire Prevention Bureau for review. Plans shall: a.

Be signed by a registered civil engineer or a certified fire protection engineer; b.

Contain a Fire Prevention Bureau approval signature block; and c. Conform to hydrant type, location, spacing of new and existing hydrants and minimum fire flow required as determined by the Fire Prevention Bureau. The required water system, including fire hydrants, shall be installed, made serviceable, and be accepted by the Moreno Valley Fire Department prior to beginning construction. They shall be maintained accessible.

66. Single Family Dwellings. Schedule "A" fire prevention approved standard fire hydrants (6” x 4” x 2 ½”) shall be located at each intersection of all residential streets. Hydrants shall be spaced no more than 500 feet apart in any direction so that no point on the street is more than 250 feet from a hydrant. Minimum fire flow shall be 1000 GPM for 1 hour duration of 20 PSI. Where new water mains are extended along streets where hydrants are not needed for protection of structures or similar fire problems, serving one and two-family residential developments, standard fire hydrants shall be provided at spacing not to exceed 1000 feet along the tract boundary for transportation hazards. (CFC 507.3, Appendix B, MVMC

8.36.060).

PUBLIC WORKS DEPARTMENT
Land Development

67. The developer shall comply with all applicable City ordinances and resolutions including the City’s Municipal Code (MC) and if subdividing land, the Government Code (GC) of the State of California, specifically Sections 66410 through 66499.58, said sections also referred to as the Subdivision Map Act (SMA). [MC 9.14.010] Prior to Map Approval

68. This tentative map shall expire three years after the approval date of this tentative A8-3
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CONDITIONS OF APPROVAL
Tentative Tract Map (PEN23-0118)

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map unless extended as provided by the City of Moreno Valley Municipal Code; otherwise it shall become null and void and of no effect whatsoever in the event the applicant or any successor in interest fails to properly file a final map before the date of expiration. (MC 9.02.230, 9.14.050, 080)

69. After recordation, a digital (pdf) copy of the recorded map shall be submitted to the Land Development Division

70. Resolution of all drainage issues shall be as approved by the City Engineer

71. If the project involves the subdivision of land, maps may be developed in phases with the approval of the City Engineer. Financial security shall be provided for all public improvements associated with each phase of the map. The boundaries of any multiple map increment shall be subject to the approval of the City Engineer. If the project does not involve the subdivision of land and it is necessary to dedicate right-of-way/easements, the developer shall make the appropriate offer of dedication by separate instrument. In either case, the City Engineer may require the dedication and construction of necessary utility, street or other improvements beyond the project boundary, if the improvements are needed for circulation, parking, access, or for the welfare or safety of the public. This approval must be obtained prior to the Developer submitting a Phasing Plan to the California Bureau of Real Estate. [MC 9.14.080(B)(C), GC 66412 & 66462.5)

72. Maps (prepared by a registered civil engineer and/or licensed surveyor) shall be submitted for review and approved by the City Engineer per the current submittal requirements

73. This map is approved for finance and land conveyance purposes only. No applications for building or grading permits shall be accepted for the parcel or parcels created by this map until a (future map/conditional use permit/master plan) for development has been approved by the city, or as prescribed by conditions of approval already in place with underlying entitlement approval that govern continued or subsequent development of the property as described on the face of the map per subsection (D)(4). (Ord. 894 § 5, 2015; Ord. 994 § 11, 2023)

74. All street dedications shall be free of all encumbrances, irrevocably offered to the public and shall continue in force until the City accepts or abandons such offers , unless otherwise approved by the City Engineer.

75. The following statement must be clearly printed on the face of the proposed financing map: "FOR FINANCE AND CONVEYANCE PURPOSES ONLY."

76. The face of the map must include the following additional statement: "THIS MAP DOES NOT CREATE A LEGAL BUILDING SITE. FURTHER APPLICATIONS ARE NECESSARY TO DEVELOP THIS PROPERTY."
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CONDITIONS OF APPROVAL
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77. The face of the map must include the following additional statement in addition to the statement required: "THIS MAP DOES NOT REMOVE ANY DEVELOPMENT REQUIREMENTS SET FORTH WITH APPROVAL OF SPECIFIC PLAN No, 218

WHICH MUST BE SATISFIED WITH CONTINUED DEVELOPMENT OF THE PROPERTY."

PARKS & COMMUNITY SERVICES DEPARTMENT

78. This project is subject to current Development Impact Fees.

79. This project is subject to current Quimby Fees.

Standard Conditions

80. Detailed final plans (mylars, PDF , and AutoCAD file on a DVD-R) for parks, trails/bikeways, fencing, and adjoining landscaped areas shall be submitted to and approved by the Director of Parks and Community Services, or his/her designee, prior to the issuance of any building permits. All plans are to include a profile showing grade changes.

81. Within the improvements for PCS, the applicant shall show all existing and planned easements on all maps and plans. Easements on City/CSD owned or maintained parks, trails, bikeways, and landscape shall be identified on each of these plans with the instrument number of the recorded easement.

82. Applicable plan check and inspection fees shall be paid, per the approved City fee schedule.

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JASON E. UHLEY 1995 MARKET STREET
General Manager-Chief Engineer RIVERSIDE, CA 92501
951.955.1200
951.788.9965 FAX
www.rcflood.org

RIVERSIDE COUNTY FLOOD CONTROL

AND WATER CONSERVATION DISTRICT
256981
July 10, 2024
City of Moreno Valley
Community Development Department Planning Division
Post Office Box 88005
Moreno Valley, CA 92552-0805
Attention: Kirt Coury Re: PEN 23-0109, PEN 23-0127, PEN 24-0041, PEN 23-0111, PEN 23-0118, PEN 23-0119,
APNs 486-280-060, 486-280-056,
486-280-057, 486-300-012, 486-300-013,
486-310-014, 486-310-035, 486-320-009,
486-320-010, 486-320-011, 486-320-012
and 486-320-006
The Riverside County Flood Control and Water Conservation District (District) does not normally recommend conditions for land divisions or other land use cases in incorporated cities. The District also does not plan check City land use cases or provide State Division of Real Estate letters or other flood hazard reports for such cases.

District comments/recommendations for such cases are normally limited to items of specific interest to the District including District Master Drainage Plan facilities, other regional flood control and drainage facilities which could be considered a logical component or extension of a master plan system, and District Area Drainage Plan fees (development mitigation fees). In addition, information of a general nature is provided.

The District's review is based on the above-referenced project transmittal, received June 3, 2024. The District has not reviewed the proposed project in detail, and the following comments do not in any way constitute or imply District approval or endorsement of the proposed project with respect to flood hazard, public health and safety, or any other such issue:
☐ This project would not be impacted by District Master Drainage Plan facilities, nor are other facilities of regional interest proposed.
☒ This project involves District proposed Master Drainage Plan facilities, namely, Moreno Master Drainage Plan Line J, Line J-7, Line J-8 and Line F-5. The District will accept ownership of such facilities on written request by the City. The Project Applicant shall enter into a cooperative agreement establishing the terms and conditions of inspection, operation, and maintenance with the District and any other maintenance partners. Facilities must be constructed to District standards, and District plan check and inspection will be required for District acceptance. Plan check, inspection, and administrative fees will be required. The District shall be identified as a Responsible Agency and all regulatory permits (and all documents pertaining thereto, e.g., Habitat Mitigation and Monitoring Plans, Conservation Plans/Easements) that are to be secured by the Applicant for both facility construction and maint enance shall be submitted to the District for review. The regulatory permits' terms and conditions shall be approved by the District prior to improvement plan approval, map recordation, or finalization of the regulatory permits. There shall be no unreasonable constraint upon the District's ability to operate and maintain the flood control facility(ies) to protect public health and safety. ☒ If this project proposes channels, storm drains larger than 36 inches in diameter, or other facilities that could be considered regional in nature and/or a logical extension a District's facility , the District would consider accepting ownership of such facilities on written request by the City. The Project Applicant shall enter into a cooperative agreement establishing the terms and conditions of inspection, operation, and maintenance with the District and any other maintenance partners. Facilities must be constructed to District standards, and District plan check and inspection will be required for District accepta nce. Plan check, inspection, and administrative fees will be required. The regulatory permits' terms and conditions shall be approved by the District prior to improvement plan approval, map recordation, or finalization of A8-4

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City of Moreno Valley - 2 - July 10, 2024
Re: PEN 23-0109, PEN 23-0127, PEN 24-0041,
PEN 23-0111, PEN 23-0118, PEN 23-0119, 256981
APNs 486-280-060, 486- 280-056,
486-280-057, 486-300-012, 486-300-013,
486-310-014, 486-310-035, 486-320-009,
486-320-010, 486-320-011, 486-320-012
and 486-320-006

the regulatory permits. There shall be no unreasonable constraint upon the District's ability to operate and maintain the flood control facility(ies) to protect public health and safety.

☒ This project is located within the limits of the District's Moreno Area Drainage Plan for which drainage fees have been adopted; applicable fees should be paid by cashier's check or money order only to the Flood Control District or City prior to issuance of grading permits. Fees to be paid should be at the rate in effect at the time of issuance of the actual permit.

☒ An encroachment permit shall be obtained for any construction related activities occurring within District right of way or facilities, namely, Moreno M aster Drainage Plan Line F, Line F-5, Line F-6, Line F-14, Line J, Line J-9, Line J-10 and Sunnymead Master Drainage Plan Line N-4. As such, the District should be identified as a Responsible Agency. If a proposed storm drain connection exceeds the hydraulic performance of the existing drainage facilities, mit igation will b e required. For further information, contact the District's Encroachment Permit Section at 951.955.1266.

☒ The District's previous comments dated November 27, 2023 for Aquabella Specific Plan Amendment are still valid.

GENERAL INFORMATION
This project may require a National Pollutant Discharge Elimination System (NPDES) permit from the State Water Resources Control Board. Clearance for grading, recordation or other final approval should not be given until the City has determined that the project has been granted a permit or is shown to be exempt.

If this project involves a Federal Emergency Management Agency (FEMA) mapped floodplain, then the City should require the applicant to provide all studies, calculations, plans and other information req uired to meet FEMA requirements, and should further require that the applicant obtain a Conditional Letter of Map Revision (CLOMR) prior to grading, recordation or other final approval of the project, and a Letter of Map Revision (LOMR) prior to occupancy.

The project proponent shall bear the responsibility for complying with all applicable mitigation measures defined in the California Environmental Quality Act (CEQA) document (i.e., Negative Declaration, Mitigated Negative Declaration, Environmental Impact Report) and/or Mitigation Monitoring and Reporting Program, if a CEQA document was prepared for the project. The project proponent shall also bear the responsibility for complying with all other federal, state, and local environmental rules and regulations that may apply. The CEQA document (i.e., Notice of Exemption, Initial Study/Mitigated Negative Declaration or Environmental Impact Report) should include a description and environmental analysis of any new flood control facility(ies) that will be constructed as part of the project or existing flood control facility(ies) that will be impacted as a result of the project. Please note that if a Draft CEQA document is submitted, the Final adopted or certified CEQA document will also need to be provided to the District prior to final District acceptance of the flood control facility(ies).

If a natural watercourse or mapped floodplain is impacted by this project, the City should require the applicant to obtain a Section 1602 Agreement from the California Department of Fish and Wildlife and a Clean Water Act Section 404 Permit from the U.S. Army Corps of Engineers, or written correspondence from these agencies indicating the project is exempt from these requirements. A Clean Water Act Section 401 Water Quality Certification may be required from the local California Regional Water Quality Control Board prior to issuance of the Corps 404 permit.

Very truly yours,

AMY MCNEILL
Engineering Project Manager
EM:blj
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RESPONSES TO COMMENTS
SEIR FOR THE AQUABELLA SPECIFIC PLAN AMENDMENT PROJECT 15010 NOVEMBER 2024 5
Response to Comment Letter A8
Riverside County Flood Control & Water Conservation District (RCFC) 1 A8-1. This comment letter stated that the reviewer did not see how previous comments made by the RCFC were addressed. However, ano ther letter was sent by this commenter to follow -up on this statement.

Please see Comment Letter A9 and response below.

RESPONSES TO COMMENTS
SEIR FOR THE AQUABELLA SPECIFIC PLAN AMENDMENT PROJECT 15010 NOVEMBER 2024 6

INTENTIONALLY LEFT BLANK

From: McNeill, Amy
To: Planning Notices_DG
Cc: McKinney, Elsa
Subject: RE: PEN24-0041 TR 38850 - COAs do not address previous District comment letter. (because it is a finance map) Date: Thursday, October 24, 2024 11:34:04 AM
Importance: High
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Hello Kirt,
Never mind. Reading the staff report I just realized Tract Map 38850 is for finance and conveyance purposes only.

Since no construction is proposed with this submittal/approval, RCFC has no further comments.

Thank you,
Amy
From: McNeill, Amy
Sent: Thursday, October 24, 2024 11:26 AM
To: [email protected]
Cc: McKinney, Elsa <[email protected]>
Subject: PEN24-0041 TR 38850 - COAs do not address previous District comment letter.

Importance: High
Hello Kirt,
We received the attached notice (1st attachment) for the City of Moreno Valley Planning Commission hearing. When I reviewed the COAs for the Tract Map 38850 (2nd attachment) I am not seeing how our comments in the previous District response letter (3rd attachment) are being addressed.

This is a unique case because it is including a Development Agreement. I did not review the agreement.

I will process another letter in response to this transmittal but wanted to give a heads up prior to the meeting in case I am missing something.

Thank you,
Amy
Legend for screen capture below:

Purple lines are pending approval – about to be RCFC maintenance.

Red lines are RCFC existing facilities.

Yellow are proposed RCFC Master Drainage Plan facilities.

Light blue are city storm drain/drainage facilities.

Amy McNeill, PE | Engineering Project Manager
Development Review
Riverside County Flood Control & Water Conservation District Comment Letter A9
• Hold shift and drag object
down to retain horizontal
alignment.
• Hold alt and drag to copy.
• Alt + shift for both.

A9-1
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1995 Market Street | Riverside, CA 92501
Direct: 951-955-1214 | Email: [email protected]
Confidentiality Disclaimer
This email is confidential and intended solely for the use of the individual(s) to whom it is addressed. The information contained in this message may be privileged and confidential and protected from disclosure.

If you are not the author's intended recipient, be advised that you have received this email in error and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you have received this email in error please delete all copies, both electronic and printed, and contact the author immediately.

County of Riverside California
A9-1
Cont.

RESPONSES TO COMMENTS
SEIR FOR THE AQUABELLA SPECIFIC PLAN AMENDMENT PROJECT 15010 NOVEMBER 2024 7
Response to Comment Letter A9
Riverside County Flood Control & Water Conservation District (RCFC) 2 A9 -1. This comment is a follow-up to Comment Letter A8. The commenter clarified that since no construction is proposed with the submittal/approval the RCFC has no further comments. The City thanks the commenter for this comment. The comment does not identify any specific issue with respect to the adequacy of the Draft SEIR; therefore, no further response is required.

RESPONSES TO COMMENTS
SEIR FOR THE AQUABELLA SPECIFIC PLAN AMENDMENT PROJECT 15010 NOVEMBER 2024 8

INTENTIONALLY LEFT BLANK

Comment Letter O8
From: Christine Maralit
To: Planning Notices_DG
Cc: Mitchell M. Tsai Attorney at Law, P.C.; Grace Holbrook Subject: Re: WSRCC - City of Moreno Valley, Aquabella Specific Plan Amendment - Comment Letter for 10/24 Planning Commission Meeting
Date: Thursday, October 24, 2024 2:18:40 PM
Attachments: 20241024_WSRCC_CityofMorenoValley_Aquabella_PChearingCL _signed.pdf Some people who received this message don't often get email from [email protected]. Learn why this is important
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Apologies,
attached is the correct version of the Comment Letter.

Best,
Christine
On Thu, Oct 24, 2024 at 2:09ௗPM Christine Maralit <[email protected] > wrote:

Hello,
Please see the attached comment letter our firm is submitting for the 10/24 Planning Commission meeting for agenda item I1. Aquabella Specific Plan Amendment Project.

We would greatly appreciate confirmation of receipt of this email and its attachment.

Thank you,
Christine
--
Christine Maralit, Administrative Assistant
Mitchell M. Tsai Law Firm - Environmental and Land Use Litigation 139 South Hudson Avenue Suite 200
Pasadena, CA 91101
Phone: (626) 314-3821
Fax: (626) 389-5414
Email: [email protected]
Website: https://www.mitchtsailaw.com
CONFIDENTIALITY NOTICE: This e-mail transmission, and any documents, files or previous e-mail messages accompanying it, may contain confidential information that is legally privileged. If you are not the intended recipient, or a person responsible for delivering it to the intended recipient, you are hereby notified that any disclosure, copying, distribution or use of any of the information contained in or attached to this message is STRICTLY PROHIBITED and may violate applicable laws including the Electronic Communications Privacy Act. If you have received this transmission in error, please immediately notify us by reply e-mail at [email protected] or by telephone at (626) 314-3821 and destroy the original transmission and its attachments without reading them or saving them to disk.

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P: (626) 314-3821
F: (626) 389-5414
E: [email protected]
Mitchell M. Tsai
Law Firm
139 South Hudson Avenue
Suite 200
Pasadena, California 91101

VIA E-MAIL
October 24, 2024
Planning Commission
City Hall Council Chamber
14177 Frederick Street
Moreno Valley, California, 92552
Em: [email protected]
RE: City of Moreno Valley’s Aquabella Specific Plan Amendment (Agenda Item No. I.1).

Dear Commissioners:

On behalf of the Western States Regional Council of Carpenters (“Western Carpenters” or “WSRCC”), my Office is submitting these comments for the City of Moreno Valley’s(“City”) Planning Commission Hearing Agenda Item No. I.1, the Aquabella Specific Plan Amendment (“Project”).

This Specific Plan Amendment would include land use and other changes to accommodate 15,000 multifamily and workforce housing options; a 49,900 square- foot mixed-use commercial and retail Town Center with a 300-room hotel; approximately 80 acres of park space composed of a 40-acre lake, a 15-acre lake promenade encircling the lake, and an additional 25 acres of parkland; approximately 40 acres of schools with up to three elementary school sites and one middle school site; public services and facilities; infrastructure improvements; and other facilities and amenities. (DSEIR, p. 1-1).

The Western Carpenters is a labor union representing almost 90,000 union carpenters in 12 states, including California, and has a strong interest in well-ordered land use planning and in addressing the environmental impacts of development projects.

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Individual members of the Western Carpenters live, work, and recreate in the City and surrounding communities and would be directly affected by the Project’s environmental impacts.

The Western Carpenters expressly reserves the right to supplement these comments at or prior to hearings on the Project, and at any later hearing and proceeding related to this Project. Gov. Code, § 65009, subd. (b); Pub. Res. Code, § 21177, subd. (a); see Bakersfield Citizens for Local Control v. Bakersfield (2004) 124 Cal.App.4th 1184, 1199- 1203; see also Galante Vineyards v. Monterey Water Dist. (1997) 60 Cal.App.4th 1109, 1121.

The Western Carpenters incorporates by reference all comments raising issues regarding the Environmental Impact Report (EIR) submitted prior to certification of the EIR for the Project. See Citizens for Clean Energy v City of Woodland (2014) 225 Cal.App.4th 173, 191 (finding that any party who has objected to the project’s environmental documentation may assert any issue timely raised by other parties).

Moreover, the Western Carpenters requests that the City provide notice for any and all notices referring or related to the Project issued under the California Environmental Quality Act (CEQA) (Pub. Res. Code, § 21000 et seq.), and the California Planning and Zoning Law (“Planning and Zoning Law”) (Gov. Code, §§ 65000–65010). California Public Resources Code Sections 21092.2, and 21167(f) and California Government Code Section 65092 require agencies to mail such notices to any person who has filed a written request for them with the clerk of the agency’s governing body.

I. THE CITY SHOULD REQUIRE THE USE OF A LOCAL
WORKFORCE TO BENEFIT THE COMMUNITY’S ECONOMIC

DEVELOPMENT AND ENVIRONMENT
The City should require the Project to be built using a local workers who have graduated from a Joint Labor-Management Apprenticeship Program approved by the State of California, have at least as many hours of on-the-job experience in the applicable craft which would be required to graduate from such a state-approved apprenticeship training program, or who are registered apprentices in a state-approved apprenticeship training program.

Community benefits such as local hire can also be helpful to reduce environmental impacts and improve the positive economic impact of the Project. Local hire O8-2
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provisions requiring that a certain percentage of workers reside within 10 miles or less of the Project site can reduce the length of vendor trips, reduce greenhouse gas emissions, and provide localized economic benefits. As environmental consultants Matt Hagemann and Paul E. Rosenfeld note:
[A]ny local hire requirement that results in a decreased worker trip length from the default value has the potential to result in a reduction of construction-related GHG emissions, though the significance of the reduction would vary based on the location and urbanization level of the project site.

March 8, 2021 SWAPE Letter to Mitchell M. Tsai re Local Hire Requirements and Considerations for Greenhouse Gas Modeling.

Workforce requirements promote the development of skilled trades that yield sustainable economic development. As the California Workforce Development Board and the University of California, Berkeley Center for Labor Research and Education concluded:
[L]abor should be considered an investment rather than a cost—and investments in growing, diversifying, and upskilling California’s workforce can positively affect returns on climate mitigation efforts. In other words, well-trained workers are key to de livering emissions reductions and moving California closer to its climate targets.1
Furthermore, workforce policies have significant environmental benefits given that they improve an area’s jobs-housing balance, decreasing the amount and length of job commutes and the associated greenhouse gas (GHG) emissions. In fact, on May 7, 2021, the South Coast Air Quality Management District found that that the “[u]se of a local state-certified apprenticeship program” can result in air pollutant reductions.2 1 California Workforce Development Board (2020) Putting California on the High Road: A Jobs and Climate Action Plan for 2030 at p. ii, available at https://laborcenter.berkeley.edu/ wp-content/uploads/2020/09/Putting-California-on-the-High-Road.pdf. 2 South Coast Air Quality Management District (May 7, 2021) Certify Final Environmental Assessment and Adopt Proposed Rule 2305 – Warehouse Indirect Source Rule – Warehouse Actions and Investments to Reduce Emissions Program, and Proposed Rule 316 – Fees for Rule 2305, Submit Rule 2305 for Inclusion Into the SIP, and Approve Supporting Budget Actions, available at http://www.aqmd.gov/docs/default-source/Agendas/Governing-Board/2021/2021- May7-027.pdf?sfvrsn=10.

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Locating jobs closer to residential areas can have significant environmental benefits.

As the California Planning Roundtable noted in 2008:

People who live and work in the same jurisdiction would be more likely to take transit, walk, or bicycle to work than residents of less balanced communities and their vehicle trips would be shorter. Benefits would include potential reductions in both vehicle miles traveled and vehicle hours traveled.
3 Moreover, local hire mandates and skill-training are critical facets of a strategy to reduce vehicle miles traveled (VMT). As planning experts Robert Cervero and Michael Duncan have noted, simply placing jobs near housing stock is insufficient to achieve VMT reductions given that the skill requirements of available local jobs must match those held by local residents.4 Some municipalities have even tied local hire and other workforce policies to local development permits to address transportation issues. Cervero and Duncan note that:

In nearly built-out Berkeley, CA, the approach to balancing jobs and housing is to create local jobs rather than to develop new housing. The city’s First Source program encourages businesses to hire local residents, especially for entry- and intermediate-level jobs, and sponsors vocational training to ensure residents are employment-ready. While the program is voluntary, some 300 businesses have used it to date, placing more than 3,000 city residents in local jobs si nce it was launched in 1986. When needed, these carrots are matched by sticks, since the city is not shy about negotiating corporate participation in First Source as a condition of approval for development permits.

Recently, the State of California verified its commitment towards workforce development through the Affordable Housing and High Road Jobs Act of 2022, otherwise known as Assembly Bill No. 2011 (“AB2011”). AB2011 amended the Planning and Zoning Law to allow ministerial, by-right approval for projects being built alongside commercial corridors that meet affordability and labor requirements. 3 California Planning Roundtable (2008) Deconstructing Jobs-Housing Balance at p. 6, available at https://cproundtable.org/static/media/uploads/publications/cpr-jobs-housing.pdf 4 Cervero, Robert and Duncan, Michael (2006) Which Reduces Vehicle Travel More: Jobs-Housing Balance or Retail-Housing Mixing? Journal of the American Planning Association 72 (4), 475-490, 482, available at http://reconnectingamerica.org/assets/Uploads/UTCT-825.pdf.

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The City should consider utilizing local workforce policies and requirements to benefit the local area economically and to mitigate greenhouse gas, improve air quality, and reduce transportation impacts.

II. THE CITY SHOULD IMPOSE TRAINING REQUIREMENTS FOR
THE PROJECT’S CONSTRUCTION ACTIVITIES TO PREVENT
COMMUNITY SPREAD OF COVID-19 AND OTHER INFECTIOUS

DISEASES
Construction work has been defined as a Lower to High-risk activity for COVID-19 spread by the Occupations Safety and Health Administration. Recently, several construction sites have been identified as sources of community spread of COVID-

19.5 Western Carpenters recommend that the Lead Agency adopt additional requirements to mitigate public health risks from the Project’s construction activities. Western Carpenters requests that the Lead Agency require safe on-site construction work practices as well as training and certification for any construction workers on the Project Site.

In particular, based upon Western Carpenters’ experience with safe construction site work practices, Western Carpenters recommends that the Lead Agency require that while construction activities are being conducted at the Project Site:

Construction Site Design:
• The Project Site will be limited to two controlled entry points.
• Entry points will have temperature screening technicians taking temperature readings when the entry point is open. • The Temperature Screening Site Plan shows details
regarding access to the Project Site and Project Site logistics for conducting temperature screening.
5 Santa Clara County Public Health (June 12, 2020) COVID-19 CASES AT CONSTRUCTION

SITES HIGHLIGHT NEED FOR CONTINUED VIGILANCE IN SECTORS THAT HAVE REOPENED, available at https://www.sccgov.org/sites/
covid19/Pages/press-release-06-12-2020-cases-at-construction-sites.aspx.

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• A 48-hour advance notice will be provided to all trades prior to the first day of temperature screening.
• The perimeter fence directly adjacent to the entry points will be clearly marked indicating the appropriate 6-foot social distancing position for when you approach the screening area. Please reference the Apex temperature screening site map for additional details.
• There will be clear signage posted at the project site directing you through temperature screening.
• Provide hand washing stations throughout the construction site.

Testing Procedures:
• The temperature screening being used are non-contact
devices.
• Temperature readings will not be recorded.
• Personnel will be screened upon entering the testing center and should only take 1-2 seconds per individual.
• Hard hats, head coverings, sweat, dirt, sunscreen or any other cosmetics must be removed on the forehead before
temperature screening.
• Anyone who refuses to submit to a temperature screening or does not answer the health screening questions will be
refused access to the Project Site.
• Screening will be performed at both entrances from 5:30 am t o 7 : 3 0 a m . ; m a i n g a t e [ Z O N E 1 ] a n d p e r s o n n e l g a t e [ZONE 2]
• After 7:30 am only the main gate entrance [ZONE 1] will continue to be used for temperature testing for anybody gaining entry to the project site such as returning personnel, deliveries, and visitors.

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• If the digital thermometer displays a temperature reading above 100.0 degrees Fahrenheit, a second reading will be taken to verify an accurate reading.
• If the second reading confirms an elevated temperature, DHS will instruct the individual that he/she will not be allowed to enter the Project Site. DHS will also instruct the individual to promptly notify his/her supervisor and his/her human resources (HR) representative and provide them with a copy of Annex A.

Planning
• Require the development of an Infectious Disease
Preparedness and Response Plan that will include basic
infection prevention measures (requiring the use of personal protection equipment), policies and procedures for prompt identification and isolation of sick individuals, social distancing (prohibiting gatherings of no more than 10
people including all-hands meetings and all-hands lunches) communication and training and workplace controls that
meet standards that may be promulgated by the Center for Disease Control, Occupational Safety and Health
Administration, Cal/OSHA, California Department of
Public Health or applicable local public health agencies. 6 The United Brotherhood of Carpenters and Carpenters International Training Fund has developed COVID-19 Training and Certification to ensure that Carpenter union members and apprentices conduct safe work practices. The Agency should require that all construction workers undergo COVID-19 Training and Certification before being allowed to conduct construction activities at the Project Site. 6 See also The Center for Construction Research and Training, North America’s Building Trades Unions (April 27 2020) NABTU and CPWR COVIC-19 Standards for U.S Constructions Sites, available at https://www.cpwr.com/sites/default/files/NABTU_ CPWR_Standards_COVID-19.pdf; Los Angeles County Department of Public Works (2020) Guidelines for Construction Sites During COVID-19 Pandemic, available at https://dpw.lacounty.gov/building-and-safety/docs/pw_guidelines-construction-sites.pdf.

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Western Carpenters has also developed a rigorous Infection Control Risk Assessment (“ICRA”) training program to ensure it delivers a workforce that understands how to identify and control infection risks by implementing protocols to protect themselves and all others during renovation and construction projects in healthcare environments.7
ICRA protocols are intended to contain pathogens, control airflow, and protect patients during the construction, maintenance and renovation of healthcare facilities.

ICRA protocols prevent cross contamination, minimizing the risk of secondary infections in patients at hospital facilities.

The City should require the Project to be built using a workforce trained in ICRA protocols.

III. THE DRAFT SUBSEQUENT ENVIRONMENTAL IMPACT

REPORT SHOULD BE REVISED AND RECIRCULATED
A. Background on Subsequent Environmental Impact Reports CEQA provides little specific guidance regarding the scope of a subsequent EIR once the lead agency has determined the subsequent document is required. However, case law offers broader guidance regarding the scope and contents of a subsequent document. Generally, a subsequent EIR is required to evaluate only the changes in the project, changes in circumstances, or new information that led to the preparation of the further EIR. The purpose of CEQA’s subsequent review provisions is “to explore environmental impacts not considered in the original environmental document. The event of a change in a project is not an occasion to revisit environmental concerns laid to rest in the original analysis” (Friends of the College of San Mateo Gardens v San Mateo County Community College Dist. (2016) 1 C5th 937, 949, citing Save Our Neighborhood v Lishman (2006) 140 CA4th 1288, 1296, and Mani Bros. Real Estate Group v City of Los Angeles (2007) 153 CA4th 1385, 1398). Additionally, the project impacts reviewed in the prior EIR are treated as part of the environmental baseline in a subsequent EIR. (Sierra Club v City of Orange (2008) 163 CA4th 523, 542).

The Project’s DSEIR follows the previously approved 1999 EIR, 2003 Supplemental EIR, and 2005 Addendum. (DSEIR, p. 1-2). Specifically, the DSEIR addresses 7 For details concerning Western Carpenters’ ICRA training program, see https://icrahealthcare.com/.

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potential changes or new information resulting from the current Project’s proposed land use changes and increased residential density. (DSEIR, p. 1-2).

B. DSEIR improperly labels mitigation measures as “Project Design Features” The DSEIR improperly labels mitigation measures as “Project Design Features” or “PDFs” which the DSEIR purports will “minimize potential environmental effects of the Project.” (DSEIR, p. 1A-12; DSEIR, Table 1A-2. Project Design Features.) Relying on the PDFs, the DSEIR concludes in many instances that the Project’s impacts are less than significant and that no mitigation is required (i.e., Transportation, Land Use, etc.)
However, it is established that “’[a]voidance, minimization and / or mitigation measure’ . . . are not ‘part of the project.’ . . . compressing the analysis of impacts and mitigation measures into a single issue . . . disregards the requirements of CEQA.” (Lotus v. Department of Transportation (2014) 223 Cal. App. 4th 645, 656.) When “an agency decides to incorporate mitigation measures into its significance determination, and relies on those mitigation measures to determine that no significant effects will occur, that agency must treat those measures as though there were adopted following a finding of significance.” (Lotus, supra, 223 Cal. App. 4th at 652 [citing CEQA Guidelines § 15091(a)(1) and Cal. Public Resources Code § 21081(a)(1).])
By labeling mitigation measures as project design features, the City violates CEQA by failing to disclose “the analytic route that the agency took from the evidence to its findings.” (Cal. Public Resources Code § 21081.5; CEQA Guidelines § 15093; Village Laguna of Laguna Beach, Inc. v. Board of Supervisors (1982) 134 Cal. App. 3d 1022, 1035 [quoting Topanga Assn for a Scenic Community v. County of Los Angeles (1974) 11 Cal. 3d 506, 515.])
The DEIR’s use of “Project Design Features” further violates CEQA because such measures would not be included in the Project’s Mitigation Monitoring and Reporting Program CEQA requires lead agencies to adopt mitigation measures that are fully enforceable and to adopt a monitoring and/or reporting program to ensure that the measures are implemented to reduce the Project’s significant environmental effects to the extent feasible. (PRC § 21081.6; CEQA Guidelines § 15091(d).) Therefore, using Project Design Features in lieu of mitigation measures violates CEQA.

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C. Any Reliance on the City’s CAP and 2040 General Plan is Improper.

The Project’s consistency with the City’s 2040 General Plan, the Climate Action Plan (CAP) and related EIR is flawed as these documents are not currently in effect per court order. More specifically, these documents were found to have insufficient analysis relating to their findings and baseline determinations. As such, any reliance on said findings or utilization of any improper baselines must be removed from the DSEIR. The DSEIR must be revised and recirculated.

D. The Project’s Description is Unstable.
“[A]n accurate, stable and finite project description is the sine qua non of an informative and legally sufficient” environmental document. (County of Inyo v. City of Los Angeles (1977) 71 Cal. App. 3d 185, 200.) “A curtailed or distorted project description may stultify the objectives of the reporting process” as an accurate, stable and finite project description is necessary to allow “affected outsiders and public decision-makers balance the proposal's benefit against its environmental cost, consider mitigation measures, assess the advantage of terminating the proposal (i.e., the "no project" alternative) and weigh other alternatives in the balance. (Id. at 192 –

93.) Courts determine de novo whether an agency proceeded “in a manner required by law” in maintaining a stable and consistent project description. (Id. at 200.) The Final SEIR camouflages a project change as a “minor clarification concerning the development agreement.” Whereas the DSEIR mentions a development agreement, there is
no discussion of the “turn-key 24,000 square foot Senior Center” (Final SEIR, p. 1-1.) This additional component of the Project has not been included in any of the analysis for the Project’s environmental impacts. Inherently, an entirely new building will increase the Project’s expected impacts, especially relating air quality and energy use. As such, the late inclusion of this project change results in an unstable project description, which strips the public of their opportunity to evaluate the entire Project. The DSEIR must be revised to include updated analysis and models factoring in the new 24,000 square foot building. The revised DSEIR must be recirculated to provide the public a comment opportunity on the actual project.

E. CEQA Requires Subsequent or Supplemental Environmental Review When Substantial Changes or New Information Comes to Light
Section 21092.1 of the California Public Resources Code requires that “[w]hen significant new information is added to an environmental impact report after notice O8-7
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has been given pursuant to Section 21092 … but prior to certification, the public agency shall give notice again pursuant to Section 21092, and consult again pursuant to Sections 21104 and 21153 before certifying the environmental impact report” in order to give the public a chance to review and comment upon the information. (CEQA Guidelines § 15088.5.)
Significant new information includes “changes in the project or environmental setting as well as additional data or other information” that “deprives the public of a meaningful opportunity to comment upon a substantial adverse environmental effect of the project or a feasible way to mitigate or avoid such an effect (including a feasible project alternative).” (CEQA Guidelines § 15088.5(a).) Examples of significant new information requiring recirculation include “new significant environmental impacts from the project or from a new mitigation measure,” “substantial increase in the severity of an environmental impact,” “feasible project alternative or mitigation measure considerably different from others previously analyzed” as well as when “the draft EIR was so fundamentally and basically inadequate and conclusory in nature that meaningful public review and comment were precluded.” (Id.) An agency has an obligation to recirculate an environmental impact report for public notice and comment due to “significant new information” regardless of whether the agency opts to include it in a project’s environmental impact report. (Cadiz Land Co. v.

Rail Cycle (2000) 83 Cal.App.4th 74, 95 [finding that in light of a new expert report disclosing potentially significant impacts to groundwater supply “the EIR should have been revised and recirculated for purposes of informing the public and governmental agencies of the volume of groundwater at risk and to allow the public and governmental agencies to respond to such information.”].) If significant new information was brought to the attention of an agency prior to certification, an agency is required to revise and recirculate that information as part of the environmental impact report.

1. 24,000 Square Foot Senior Center
The Final SEIR has included a 24,000 square foot Senior Center under the development agreement. However, the development agreement discussed in the original DSEIR
did not include any information on the Senior Center. This change constitutes significant new information as the 24,000 square foot building was not previously analyzed, and the inclusion of the building in the Final SEIR does not allow for proper public comment under CEQA.

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The information on the Senior Center included in the final SEIR is incredibly limited.

No updated studies were performed to factor the new building into the Project’s environmental impacts. The new building will undoubtably increase the Project’s air quality, energy, GHG, and transportation impacts. As such, the DSEIR must be revised to included updated evaluations of the Project’s estimated impacts. The revised DSEIR must be recirculated to the public to allow for comment on the changes to the Project.

2. Unsupported Revisions to the Noise Studies
The Final SEIR includes multiple revisions to the figures surrounding the noise analysis. Specifically, a new noise limit was established using Table 11.80.030-2 of Municipal Code Section 11.80.030.C., the number of HVAC packages was doubled from 20 to 40 for the G1-G20 buildings, and the resulting operational noise levels were increased. (Final SEIR, p. 3-25 – 3-26.) The changes to the number of HVAC packages and operational noise levels, however, are not properly substantiated by additional analysis. These changes should have been included in an updated noise assessment to ensure that the newly modeled calculations were correct. Further, the increase in HVAC systems will likely increase the Project’s air quality, electricity, and greenhouse gas emissions impacts, resulting in the need for updated studies. If these changes were actually included in the previously performed analysis, the City should provide a thorough explanation in the Final SEIR’s introduction section. As currently written, these changes are framed as “minor revisions and clarifications,” which fails to account for the updated data modeling.

As significant new information includes “additional data or other information” that “deprives the public of a meaningful opportunity to comment upon a substantial adverse environmental effect of the project or a feasible way to mitigate or avoid such an effect[,]” the Final SEIRs changes to the Project’s noise impact data and assumed operational noise levels require revision and recirculation. (CEQA Guidelines § 15088.5(a).) The public is entitled to the information necessary to draw the conclusions the City states in the Final SEIR and the opportunity to comment on the revised analysis. WSRCC requests the City revise and recirculate the SEIR for public comment on these changes.

3. SCAG 2024-2050 Analysis
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The updated SCAG 2024-2050 RTP/SCS was certified on April 4, 2024. The Final DSEIR has incorporated a section to evaluate the Project’s consistency with the newly certified plan. The DSEIR originally evaluated consistency under Threshold 1 (DSEIR, p. 4.3-68.) The DSEIR included the following evaluation:

Regarding construction criteria air pollutant emissions, the Project construction- source emissions would not exceed applicable SCAQMD regional thresholds after implementation of MM-AQ-2 thro ugh MM-AQ-7 and would thus would not conflict with SCAQMD Consistency Criterion No. 1 with incorporation of mitigation. The Project would result in operational criteria air pollutant emissions that would exceed the SCAQMD thresholds of significance after implementation of PDFs and all feasible mitigation measures (MM AQ-7 through MM-AQ-11), which would still conflict with SCAQMD Consistency Criterion No. 1.

Implementation of MM-AQ-1 would ensure that the appropriate residential and employment growth projections at the Project site would be incorporated into the next SCAG RTP/SCS (anticipated to be in 2024, but, based on timing, may be the 2028 RTP/SCS) and would thereby be incorporated into the following SCAQMD AQMP. As the SCAG is in process of preparing their 2024 RTP/SCS and the SCAQMD has not identified the next target year for updating the AQMP, there is an anticipated interim period where the SCAG RTP/SCS gro wth projections and the SCAQMD AQMP do not reflect the appropriate residential and employment growth at the Project site; however, this will eventually be resolved with updates of both plans.

Nonetheless, the Project would still conflict with SCAQMD Consistency Criterion No. 2. (Id.)(Emphasis added.)
However, the Final DSEIR has failed to include updates to this section of the DSEIR or the mitigation monitoring program in response to the change in status of the 2024- 2050 plan. Mitigation Measure AQ-1 states that the applicant is to update the regional growth forecast for the next RTP/SCS, however the updated plan was already in place prior to the release of the DSEIR. Any communications to the SCAG should have occurred prior to the release. As such, the efficacy of MM-AQ-1 is uncertain. As such, the DSEIR should be revised to ensure accurate statements regarding the 2024-2050 RTP/SCS throughout the entire DSEIR and the related mitigation measures should be updated to reflect the change in status of the RTP/SCS.

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IV. CONCLUSION
The WSRCC request that the City require a local workforce, that the City impose training requirements for the Project’s construction activities to prevent community spread of COVID-19 and other infectious diseases. WSRCC further requests that the SEIR be revised and recirculated to account for the changed Project description, provide the data necessary to support the significant new information, and allow the public the opportunity to comment on these Project changes. If the City has any questions, feel free to contact my Office.

Sincerely,
______________________
Grace Holbrook
Attorneys for Western States
Regional Council of Carpenters
Attached:

March 8, 2021 SWAPE Letter to Mitchell M. Tsai re Local Hire Requirements and Considerations for Greenhouse Gas Modeling (Exhibit A); Air Quality and GHG Expert Paul Rosenfeld CV (Exhibit B); and Air Quality and GHG Expert Matt Hagemann CV (Exhibit C). ________________________________________________________________________________________________________________________________________________ race Holbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbrook
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EXHIBIT A

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1 2656 29th Street, Suite 201
Santa Monica, CA 90405
Matt Hagemann, P.G, C.Hg.
(949) 887-9013
[email protected]
Paul E. Rosenfeld, PhD
(310) 795-2335
[email protected]
March 8, 2021
Mitchell M. Tsai
155 South El Molino, Suite 104
Pasadena, CA 91101
Subject: Local Hire Requirements and Considerations for Greenhouse Gas Modeling Dear Mr. Tsai,
Soil Water Air Protection Enterprise (“SWAPE”) is pleased to provide the following draft technical report explaining the significance of worker trips required for construction of land use development projects with respect to the estimation of greenhouse gas (“GHG”) emissions. The report will also discuss the potential for local hire requirements to reduce the length of worker trips, and consequently, reduced or mitigate the potential GHG impacts.
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The California Emissions Estimator Model (“CalEEMod”) is a “statewide land use emissions computer model designed to provide a uniform platform for government agencies, land use planners, and environmental professionals to quantify potential criteria pollutant and greenhouse gas (GHG) emissions associated with both construction and operations from a variety of land use projects.”1 CalEEMod quantifies construction-related emissions associated with land use projects resulting from off-road construction equipment; on-road mobile equipment associated with workers, vendors, and hauling; fugitive dust associated with grading, demolition, truck loading, and on-road vehicles traveling along paved and unpaved roads; and architectural coating activities; and paving.2
The number, length, and vehicle class of worker trips are utilized by CalEEMod to calculate emissions associated with the on-road vehicle trips required to transport workers to and from the Project site during construction.3 1 “California Emissions Estimator Model.” CAPCOA, 2017, available at: http://www.aqmd.gov/caleemod/home. 2 “California Emissions Estimator Model.” CAPCOA, 2017, available at: http://www.aqmd.gov/caleemod/home. 3 “CalEEMod User’s Guide.” CAPCOA, November 2017, available at: http://www.aqmd.gov/docs/default- source/caleemod/01_user-39-s-guide2016-3-2_15november2017.pdf?sfvrsn=4, p. 34.

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2 Specifically, the number and length of vehicle trips is utilized to estimate the vehicle miles travelled (“VMT”) associated with construction. Then, utilizing vehicle-class specific EMFAC 2014 emission factors, CalEEMod calculates the vehicle exhaust, evaporative, and dust emissions resulting from construction-related VMT, including personal vehicles for worker commuting.4
Specifically, in order to calculate VMT, CalEEMod multiplies the average daily trip rate by the average overall trip length (see excerpt below):
“VMTd = Σ(Average Daily Trip Rate i * Average Overall Trip Length i) n Where:
n = Number of land uses being modeled.”5
Furthermore, to calculate the on-road emissions associated with worker trips, CalEEMod utilizes the following equation (see excerpt below):
“Emissionspollutant = VMT * EFrunning,pollutant
Where:

Emissionspollutant = emissions from vehicle running for each pollutant VMT = vehicle miles traveled
EFrunning,pollutant = emission factor for running emissions.”6 Thus, there is a direct relationship between trip length and VMT, as well as a direct relationship between VMT and vehicle running emissions. In other words, when the trip length is increased, the VMT and vehicle running emissions increase as a result. Thus, vehicle running emissions can be reduced by decreasing the average overall trip length, by way of a local hire requirement or otherwise. ‡ˆƒ—Ž–‘”‡””‹’ƒ”ƒ‡–‡”•ƒ†‘–‡–‹ƒŽ‘
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As previously discussed, the number, length, and vehicle class of worker trips are utilized by CalEEMod to calculate emissions associated with the on-road vehicle trips required to transport workers to and from the Project site during construction.7 In order to understand how local hire requirements and associated worker trip length reductions impact GHG emissions calculations, it is important to consider the CalEEMod default worker trip parameters. CalEEMod provides recommended default values based on site-specific information, such as land use type, meteorological data, total lot acreage, project type and typical equipment associated with project type. If more specific project information is known, the user can change the default values and input project- specific values, but the California Environmental Quality Act (“CEQA”) requires that such changes be justified by substantial evidence.8 The default number of construction-related worker trips is calculated by multiplying the

4 “Appendix A Calculation Details for CalEEMod.” CAPCOA, October 2017, available at: http://www.aqmd.gov/docs/default- source/caleemod/02_appendix-a2016-3-2.pdf?sfvrsn=6, p. 14-15. 5 “Appendix A Calculation Details for CalEEMod.” CAPCOA, October 2017, available at: http://www.aqmd.gov/docs/default- source/caleemod/02_appendix-a2016-3-2.pdf?sfvrsn=6, p. 23. 6 “Appendix A Calculation Details for CalEEMod.” CAPCOA, October 2017, available at: http://www.aqmd.gov/docs/default- source/caleemod/02_appendix-a2016-3-2.pdf?sfvrsn=6, p. 15. 7 “CalEEMod User’s Guide.” CAPCOA, November 2017, available at: http://www.aqmd.gov/docs/default- source/caleemod/01_user-39-s-guide2016-3-2_15november2017.pdf?sfvrsn=4, p. 34. 8 CalEEMod User Guide, available at: http://www.caleemod.com/, p. 1, 9.

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3 number of pieces of equipment for all phases by 1.25, with the exception of worker trips required for the building construction and architectural coating phases.9 Furthermore, the worker trip vehicle class is a 50/25/25 percent mix of light duty autos, light duty truck class 1 and light duty truck class 2, respectively.”10 Finally, the default worker trip length is consistent with the length of the operational home-to-work vehicle trips.11 The operational home-to-work vehicle trip lengths are:
“[B]ased on the location and urbanization selected on the project characteristic screen. These values were supplied by the air districts or use a default average for the state. Each district (or county) also assigns trip lengths for urban and rural settings” (emphasis added). 12 Thus, the default worker trip length is based on the location and urbanization level selected by the User when modeling emissions. The below table shows the CalEEMod default rural and urban worker trip lengths by air basin (see excerpt below and Attachment A).13
Worker Trip Length by Air Basin
Air Basin Rural (miles) Urban (miles)
Great Basin Valleys 16.8 10.8
Lake County 16.8 10.8
Lake Tahoe 16.8 10.8
Mojave Desert 16.8 10.8
Mountain Counties 16.8 10.8
North Central Coast 17.1 12.3
North Coast 16.8 10.8
Northeast Plateau 16.8 10.8
Sacramento Valley 16.8 10.8
Salton Sea 14.6 11
San Diego 16.8 10.8
San Francisco Bay Area 10.8 10.8
San Joaquin Valley 16.8 10.8
South Central Coast 16.8 10.8
South Coast 19.8 14.7
Average 16.47 11.17
Minimum 10.80 10.80
Maximum 19.80 14.70
Range 9.00 3.90

9 “CalEEMod User’s Guide.” CAPCOA, November 2017, available at: http://www.aqmd.gov/docs/default- source/caleemod/01_user-39-s-guide2016-3-2_15november2017.pdf?sfvrsn=4, p. 34. 10 “Appendix A Calculation Details for CalEEMod.” CAPCOA, October 2017, available at:
http://www.aqmd.gov/docs/default-source/caleemod/02_appendix-a2016-3-2.pdf?sfvrsn=6, p. 15. 11 “Appendix A Calculation Details for CalEEMod.” CAPCOA, October 2017, available at:
http://www.aqmd.gov/docs/default-source/caleemod/02_appendix-a2016-3-2.pdf?sfvrsn=6, p. 14. 12 “Appendix A Calculation Details for CalEEMod.” CAPCOA, October 2017, available at:
http://www.aqmd.gov/docs/default-source/caleemod/02_appendix-a2016-3-2.pdf?sfvrsn=6, p. 21. 13 “Appendix D Default Data Tables.” CAPCOA, October 2017, available at: http://www.aqmd.gov/docs/default- source/caleemod/05_appendix-d2016-3-2.pdf?sfvrsn=4, p. D-84 – D-86.

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4 As demonstrated above, default rural worker trip lengths for air basins in California vary from 10.8- to 19.8- miles, with an average of 16.47 miles. Furthermore, default urban worker trip lengths vary from 10.8- to 14.7- miles, with an average of 11.17 miles. Thus, while default worker trip lengths vary by location, default urban worker trip lengths tend to be shorter in length. Based on these trends evident in the CalEEMod default worker trip lengths, we can reasonably assume that the efficacy of a local hire requirement is especially dependent upon the urbanization of the project site, as well as the project location. ”ƒ
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To provide an example of the potential impact of a local hire provision on construction-related GHG emissions, we estimated the significance of a local hire provision for the Village South Specific Plan (“Project”) located in the City of Claremont (“City”). The Project proposed to construct 1,000 residential units, 100,000-SF of retail space, 45,000-SF of office space, as well as a 50-room hotel, on the 24-acre site. The Project location is classified as Urban and lies within the Los Angeles-South Coast County. As a result, the Project has a default worker trip length of 14.7 miles.
14 In an effort to evaluate the potential for a local hire provision to reduce the Project’s construction-related GHG emissions, we prepared an updated model, reducing all worker trip lengths to 10 miles (see Attachment B). Our analysis estimates that if a local hire provision with a 10-mile radius were to be implemented, the GHG emissions associated with Project construction would decrease by approximately 17% (see table below and Attachment C).

Local Hire Provision Net Change
Without Local Hire Provision
Total Construction GHG Emissions (MT CO2e) 3,623
Amortized Construction GHG Emissions (MT CO2e/year) 120.77 With Local Hire Provision
Total Construction GHG Emissions (MT CO2e) 3,024
Amortized Construction GHG Emissions (MT CO2e/year) 100.80 % Decrease in Construction-related GHG Emissions 17%
As demonstrated above, by implementing a local hire provision requiring 10 mile worker trip lengths, the Project could reduce potential GHG emissions associated with construction worker trips. More broadly, any local hire requirement that results in a decreased worker trip length from the default value has the potential to result in a reduction of construction-related GHG emissions, though the significance of the reduction would vary based on the location and urbanization level of the project site.

This serves as an example of the potential impacts of local hire requirements on estimated project-level GHG emissions, though it does not indicate that local hire requirements would result in reduced construction-related GHG emission for all projects. As previously described, the significance of a local hire requirement depends on the worker trip length enforced and the default worker trip length for the project’s urbanization level and location.

14 “Appendix D Default Data Tables.” CAPCOA, October 2017, available at: http://www.aqmd.gov/docs/default- source/caleemod/05_appendix-d2016-3-2.pdf?sfvrsn=4, p. D-85.

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5 ‹•
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SWAPE has received limited discovery. Additional information may become available in the future; thus, we retain the right to revise or amend this report when additional information becomes available. Our professional services have been performed using that degree of care and skill ordinarily exercised, under similar circumstances, by reputable environmental consultants practicing in this or similar localities at the time of service. No other warranty, expressed or implied, is made as to the scope of work, work methodologies and protocols, site conditions, analytical testing results, and findings presented. This report reflects efforts which were limited to information that was reasonably accessible at the time of the work, and may contain informational gaps, inconsistencies, or otherwise be incomplete due to the unavailability or uncertainty of information obtained or provided by third parties.

Sincerely,

Matt Hagemann, P.G., C.Hg.

Paul E. Rosenfeld, Ph.D.

Page 22 of 275 ends

Location Type Location Name Rural H-W
(miles)
Urban H-W
(miles)
Air Basin Great Basin 16.8 10.8
Air Basin Lake County 16.8 10.8
Air Basin Lake Tahoe 16.8 10.8
Air Basin Mojave Desert 16.8 10.8
Air Basin Mountain 16.8 10.8
Air Basin North Central 17.1 12.3
Air Basin North Coast 16.8 10.8
Air Basin Northeast 16.8 10.8
Air Basin Sacramento 16.8 10.8
Air Basin Salton Sea 14.6 11
Air Basin San Diego 16.8 10.8
Air Basin San Francisco 10.8 10.8
Air Basin San Joaquin 16.8 10.8
Air Basin South Central 16.8 10.8
Air Basin South Coast 19.8 14.7
Air District Amador County 16.8 10.8
Air District Antelope Valley 16.8 10.8
Air District Bay Area AQMD 10.8 10.8
Air District Butte County 12.54 12.54
Air District Calaveras 16.8 10.8
Air District Colusa County 16.8 10.8
Air District El Dorado 16.8 10.8
Air District Feather River 16.8 10.8
Air District Glenn County 16.8 10.8
Air District Great Basin 16.8 10.8
Air District Imperial County 10.2 7.3
Air District Kern County 16.8 10.8
Air District Lake County 16.8 10.8
Air District Lassen County 16.8 10.8
Air District Mariposa 16.8 10.8
Air District Mendocino 16.8 10.8
Air District Modoc County 16.8 10.8
Air District Mojave Desert 16.8 10.8
Air District Monterey Bay 16.8 10.8
Air District North Coast 16.8 10.8
Air District Northern Sierra 16.8 10.8
Air District Northern 16.8 10.8
Air District Placer County 16.8 10.8
Air District Sacramento 15 10
ƚƚĂĐŚŵĞŶƚ

Page 23 of 275 ends

Air District San Diego 16.8 10.8
Air District San Joaquin 16.8 10.8
Air District San Luis Obispo 13 13
Air District Santa Barbara 8.3 8.3
Air District Shasta County 16.8 10.8
Air District Siskiyou County 16.8 10.8
Air District South Coast 19.8 14.7
Air District Tehama County 16.8 10.8
Air District Tuolumne 16.8 10.8
Air District Ventura County 16.8 10.8
Air District Yolo/Solano 15 10
County Alameda 10.8 10.8
County Alpine 16.8 10.8
County Amador 16.8 10.8
County Butte 12.54 12.54
County Calaveras 16.8 10.8
County Colusa 16.8 10.8
County Contra Costa 10.8 10.8
County Del Norte 16.8 10.8
County El Dorado-Lake 16.8 10.8
County El Dorado- 16.8 10.8
County Fresno 16.8 10.8
County Glenn 16.8 10.8
County Humboldt 16.8 10.8
County Imperial 10.2 7.3
County Inyo 16.8 10.8
County Kern-Mojave 16.8 10.8
County Kern-San 16.8 10.8
County Kings 16.8 10.8
County Lake 16.8 10.8
County Lassen 16.8 10.8
County Los Angeles- 16.8 10.8
County Los Angeles- 19.8 14.7
County Madera 16.8 10.8
County Marin 10.8 10.8
County Mariposa 16.8 10.8
County Mendocino- 16.8 10.8
County Mendocino- 16.8 10.8
County Mendocino- 16.8 10.8
County Mendocino- 16.8 10.8
County Merced 16.8 10.8
County Modoc 16.8 10.8
County Mono 16.8 10.8
County Monterey 16.8 10.8
County Napa 10.8 10.8

Page 24 of 275 ends

County Nevada 16.8 10.8
County Orange 19.8 14.7
County Placer-Lake 16.8 10.8
County Placer-Mountain 16.8 10.8
County Placer- 16.8 10.8
County Plumas 16.8 10.8
County Riverside- 16.8 10.8
County Riverside- 19.8 14.7
County Riverside-Salton 14.6 11
County Riverside-South 19.8 14.7
County Sacramento 15 10
County San Benito 16.8 10.8
County San Bernardino- 16.8 10.8
County San Bernardino- 19.8 14.7
County San Diego 16.8 10.8
County San Francisco 10.8 10.8
County San Joaquin 16.8 10.8
County San Luis Obispo 13 13
County San Mateo 10.8 10.8
County Santa Barbara- 8.3 8.3
County Santa Barbara- 8.3 8.3
County Santa Clara 10.8 10.8
County Santa Cruz 16.8 10.8
County Shasta 16.8 10.8
County Sierra 16.8 10.8
County Siskiyou 16.8 10.8
County Solano- 15 10
County Solano-San 16.8 10.8
County Sonoma-North 16.8 10.8
County Sonoma-San 10.8 10.8
County Stanislaus 16.8 10.8
County Sutter 16.8 10.8
County Tehama 16.8 10.8
County Trinity 16.8 10.8
County Tulare 16.8 10.8
County Tuolumne 16.8 10.8
County Ventura 16.8 10.8
County Yolo 15 10
County Yuba 16.8 10.8
Statewide Statewide 16.8 10.8

Page 25 of 275 ends

Air Basin Rural (miles) Urban (miles)
Great Basin Valleys 16.8 10.8
Lake County 16.8 10.8
Lake Tahoe 16.8 10.8
Mojave Desert 16.8 10.8
Mountain Counties 16.8 10.8
North Central Coast 17.1 12.3
North Coast 16.8 10.8
Northeast Plateau 16.8 10.8
Sacramento Valley 16.8 10.8
Salton Sea 14.6 11
San Diego 16.8 10.8
San Francisco Bay Area 10.8 10.8
San Joaquin Valley 16.8 10.8
South Central Coast 16.8 10.8
South Coast 19.8 14.7
Average 16.47 11.17
Mininum 10.80 10.80
Maximum 19.80 14.70
Range 9.00 3.90
Worker Trip Length by Air Basin

Page 26 of 275 ends

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population General Office Building 45.00 1000sqft 1.03 45,000.00 0 High Turnover (Sit Down Restaurant) 36.00 1000sqft 0.83 36,000.00 0 Hotel 50.00 Room 1.67 72,600.00 0
Quality Restaurant 8.00 1000sqft 0.18 8,000.00 0
Apartments Low Rise 25.00 Dwelling Unit 1.56 25,000.00 72 Apartments Mid Rise 975.00 Dwelling Unit 25.66 975,000.00 2789 Regional Shopping Center 56.00 1000sqft 1.29 56,000.00 0

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
9 Wind Speed (m/s) Precipitation Freq (Days)2.2 33

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Southern California Edison
2028Operational Year
CO2 Intensity
(lb/MWhr)
702.44 0.029 CH4 Intensity
(lb/MWhr)

0.006N2O Intensity
(lb/MWhr)
Village South Specific Plan (Proposed)
Los Angeles-South Coast County, Annual
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 1 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual $WWDFKPHQW%

Page 27 of 275 ends

Project Characteristics - Consistent with the DEIR's model.

Land Use - See SWAPE comment regarding residential and retail land uses.

Construction Phase - See SWAPE comment regarding individual construction phase lengths.

Demolition - Consistent with the DEIR's model. See SWAPE comment regarding demolition.

Vehicle Trips - Saturday trips consistent with the DEIR's model. See SWAPE comment regarding weekday and Sunday trips.

Woodstoves - Woodstoves and wood-burning fireplaces consistent with the DEIR's model. See SWAPE comment regarding gas fireplaces.

Energy Use -
Construction Off-road Equipment Mitigation - See SWAPE comment on construction-related mitigation.

Area Mitigation - See SWAPE comment regarding operational mitigation measures.

Water Mitigation - See SWAPE comment regarding operational mitigation measures.

Table Name Column Name Default Value New Value
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces NumberWood 1.25 0.00
tblFireplaces NumberWood 48.75 0.00
tblVehicleTrips ST_TR 7.16 6.17
tblVehicleTrips ST_TR 6.39 3.87
tblVehicleTrips ST_TR 2.46 1.39
tblVehicleTrips ST_TR 158.37 79.82
tblVehicleTrips ST_TR 8.19 3.75
tblVehicleTrips ST_TR 94.36 63.99
tblVehicleTrips ST_TR 49.97 10.74
tblVehicleTrips SU_TR 6.07 6.16
tblVehicleTrips SU_TR 5.86 4.18
tblVehicleTrips SU_TR 1.05 0.69
tblVehicleTrips SU_TR 131.84 78.27
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 2 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

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2.0 Emissions Summary
tblVehicleTrips SU_TR 5.95 3.20
tblVehicleTrips SU_TR 72.16 57.65
tblVehicleTrips SU_TR 25.24 6.39
tblVehicleTrips WD_TR 6.59 5.83
tblVehicleTrips WD_TR 6.65 4.13
tblVehicleTrips WD_TR 11.03 6.41
tblVehicleTrips WD_TR 127.15 65.80
tblVehicleTrips WD_TR 8.17 3.84
tblVehicleTrips WD_TR 89.95 62.64
tblVehicleTrips WD_TR 42.70 9.43
tblWoodstoves NumberCatalytic 1.25 0.00
tblWoodstoves NumberCatalytic 48.75 0.00
tblWoodstoves NumberNoncatalytic 1.25 0.00
tblWoodstoves NumberNoncatalytic 48.75 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 3 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

Page 29 of 275 ends

2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.1713 1.8242 1.1662 2.4000e-
003

0.4169 0.0817 0.4986 0.1795 0.0754 0.2549 0.0000 213.1969 213.1969 0.0601 0.0000 214.6993 2022 0.6904 4.1142 6.1625 0.0189 1.3058 0.1201 1.4259 0.3460 0.1128 0.4588 0.0000 1,721.682 6 1,721.682
6 0.1294 0.0000 1,724.918
7 2023 0.6148 3.3649 5.6747 0.0178 1.1963 0.0996 1.2959 0.3203 0.0935 0.4138 0.0000 1,627.529 5 1,627.529
5 0.1185 0.0000 1,630.492
5 2024 4.1619 0.1335 0.2810 5.9000e-
004

0.0325 6.4700e-
003

0.0390 8.6300e-
003

6.0400e-
003

0.0147 0.0000 52.9078 52.9078 8.0200e-
003

0.0000 53.1082
Maximum 4.1619 4.1142 6.1625 0.0189 1.3058 0.1201 1.4259 0.3460 0.1128 0.4588 0.0000 1,721.682 6 1,721.682
6 0.1294 0.0000 1,724.918
7 Unmitigated Construction
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 4 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

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2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.1713 1.8242 1.1662 2.4000e-
003

0.4169 0.0817 0.4986 0.1795 0.0754 0.2549 0.0000 213.1967 213.1967 0.0601 0.0000 214.6991 2022 0.6904 4.1142 6.1625 0.0189 1.3058 0.1201 1.4259 0.3460 0.1128 0.4588 0.0000 1,721.682 3 1,721.682
3 0.1294 0.0000 1,724.918
3 2023 0.6148 3.3648 5.6747 0.0178 1.1963 0.0996 1.2959 0.3203 0.0935 0.4138 0.0000 1,627.529 1 1,627.529
1 0.1185 0.0000 1,630.492
1 2024 4.1619 0.1335 0.2810 5.9000e-
004

0.0325 6.4700e-
003

0.0390 8.6300e-
003

6.0400e-
003

0.0147 0.0000 52.9077 52.9077 8.0200e-
003

0.0000 53.1082
Maximum 4.1619 4.1142 6.1625 0.0189 1.3058 0.1201 1.4259 0.3460 0.1128 0.4588 0.0000 1,721.682 3 1,721.682
3 0.1294 0.0000 1,724.918
3 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 1 9-1-2021 11-30-2021 1.4103 1.4103
2 12-1-2021 2-28-2022 1.3613 1.3613
3 3-1-2022 5-31-2022 1.1985 1.1985
4 6-1-2022 8-31-2022 1.1921 1.1921
5 9-1-2022 11-30-2022 1.1918 1.1918
6 12-1-2022 2-28-2023 1.0774 1.0774
7 3-1-2023 5-31-2023 1.0320 1.0320
8 6-1-2023 8-31-2023 1.0260 1.0260
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 5 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

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2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 5.1437 0.2950 10.3804 1.6700e-
003

0.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e- 003
222.5835
Energy 0.1398 1.2312 0.7770 7.6200e-
003

0.0966 0.0966 0.0966 0.0966 0.0000 3,896.073
2 3,896.073
2 0.1303 0.0468 3,913.283
3 Mobile 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 Waste 0.0000 0.0000 0.0000 0.0000 207.8079 0.0000 207.8079 12.2811 0.0000 514.8354 Water 0.0000 0.0000 0.0000 0.0000 29.1632 556.6420 585.8052 3.0183 0.0755 683.7567 Total 6.8692 9.5223 30.3407 0.0914 7.7979 0.2260 8.0240 2.0895 0.2219 2.3114 236.9712 12,294.18 07 12,531.15
19 15.7904 0.1260 12,963.47
51 Unmitigated Operational
9 9-1-2023 11-30-2023 1.0265 1.0265
10 12-1-2023 2-29-2024 2.8857 2.8857
11 3-1-2024 5-31-2024 1.6207 1.6207
Highest 2.8857 2.8857
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 6 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

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2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 5.1437 0.2950 10.3804 1.6700e-
003

0.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e- 003
222.5835
Energy 0.1398 1.2312 0.7770 7.6200e-
003

0.0966 0.0966 0.0966 0.0966 0.0000 3,896.073
2 3,896.073
2 0.1303 0.0468 3,913.283
3 Mobile 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 Waste 0.0000 0.0000 0.0000 0.0000 207.8079 0.0000 207.8079 12.2811 0.0000 514.8354 Water 0.0000 0.0000 0.0000 0.0000 29.1632 556.6420 585.8052 3.0183 0.0755 683.7567 Total 6.8692 9.5223 30.3407 0.0914 7.7979 0.2260 8.0240 2.0895 0.2219 2.3114 236.9712 12,294.18 07 12,531.15
19 15.7904 0.1260 12,963.47
51 Mitigated Operational

3.0 Construction Detail
Construction Phase
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 7 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

Page 33 of 275 ends

Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 9/1/2021 10/12/2021 5 30
2 Site Preparation Site Preparation 10/13/2021 11/9/2021 5 20 3 Grading Grading 11/10/2021 1/11/2022 5 45
4 Building Construction Building Construction 1/12/2022 12/12/2023 5 500 5 Paving Paving 12/13/2023 1/30/2024 5 35
6 Architectural Coating Architectural Coating 1/31/2024 3/19/2024 5 35 OffRoad Equipment
Residential Indoor: 2,025,000; Residential Outdoor: 675,000; Non-Residential Indoor: 326,400; Non-Residential Outdoor: 108,800; Striped Parking Area: 0 (Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 112.5
Acres of Paving: 0
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 8 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

Page 34 of 275 ends

Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Grading Excavators 2 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Scrapers 2 8.00 367 0.48
Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37
Building Construction Cranes 1 7.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Paving Pavers 2 8.00 130 0.42
Paving Paving Equipment 2 8.00 132 0.36
Paving Rollers 2 8.00 80 0.38
Architectural Coating
Air Compressors 1 6.00 78 0.48
Trips and VMT
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 9 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0496 0.0000 0.0496 7.5100e-
003

0.0000 7.5100e-
003

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.0475 0.4716 0.3235 5.8000e-
004

0.0233 0.0233 0.0216 0.0216 0.0000 51.0012 51.0012 0.0144 0.0000 51.3601 Total 0.0475 0.4716 0.3235 5.8000e-
004

0.0496 0.0233 0.0729 7.5100e-
003

0.0216 0.0291 0.0000 51.0012 51.0012 0.0144 0.0000 51.3601 Unmitigated Construction On-Site

3.1 Mitigation Measures Construction
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 6 15.00 0.00 458.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 801.00 143.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 160.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 10 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 1.9300e-
003

0.0634 0.0148 1.8000e-
004

3.9400e-
003

1.9000e-
004

4.1300e-
003

1.0800e-
003

1.8000e-
004

1.2600e-
003

0.0000 17.4566 17.4566 1.2100e-
003

0.0000 17.4869
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 9.7000e-
004

7.5000e-
004

8.5100e-
003

2.0000e-
005

2.4700e-
003

2.0000e-
005

2.4900e-
003

6.5000e-
004

2.0000e-
005

6.7000e-
004

0.0000 2.2251 2.2251 7.0000e-
005

0.0000 2.2267
Total 2.9000e-
003

0.0641 0.0233 2.0000e-
004

6.4100e-
003

2.1000e-
004

6.6200e-
003

1.7300e-
003

2.0000e-
004

1.9300e-
003

0.0000 19.6816 19.6816 1.2800e-
003

0.0000 19.7136
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0496 0.0000 0.0496 7.5100e-
003

0.0000 7.5100e-
003

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.0475 0.4716 0.3235 5.8000e-
004

0.0233 0.0233 0.0216 0.0216 0.0000 51.0011 51.0011 0.0144 0.0000 51.3600 Total 0.0475 0.4716 0.3235 5.8000e-
004

0.0496 0.0233 0.0729 7.5100e-
003

0.0216 0.0291 0.0000 51.0011 51.0011 0.0144 0.0000 51.3600 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 11 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 1.9300e-
003

0.0634 0.0148 1.8000e-
004

3.9400e-
003

1.9000e-
004

4.1300e-
003

1.0800e-
003

1.8000e-
004

1.2600e-
003

0.0000 17.4566 17.4566 1.2100e-
003

0.0000 17.4869
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 9.7000e-
004

7.5000e-
004

8.5100e-
003

2.0000e-
005

2.4700e-
003

2.0000e-
005

2.4900e-
003

6.5000e-
004

2.0000e-
005

6.7000e-
004

0.0000 2.2251 2.2251 7.0000e-
005

0.0000 2.2267
Total 2.9000e-
003

0.0641 0.0233 2.0000e-
004

6.4100e-
003

2.1000e-
004

6.6200e-
003

1.7300e-
003

2.0000e-
004

1.9300e-
003

0.0000 19.6816 19.6816 1.2800e-
003

0.0000 19.7136
Mitigated Construction Off-Site

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1807 0.0000 0.1807 0.0993 0.0000 0.0993 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0389 0.4050 0.2115 3.8000e-
004

0.0204 0.0204 0.0188 0.0188 0.0000 33.4357 33.4357 0.0108 0.0000 33.7061 Total 0.0389 0.4050 0.2115 3.8000e-
004

0.1807 0.0204 0.2011 0.0993 0.0188 0.1181 0.0000 33.4357 33.4357 0.0108 0.0000 33.7061 Unmitigated Construction On-Site
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Page 38 of 275 ends

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.7000e-
004

6.0000e-
004

6.8100e-
003

2.0000e-
005

1.9700e-
003

2.0000e-
005

1.9900e-
003

5.2000e-
004

1.0000e-
005

5.4000e-
004

0.0000 1.7801 1.7801 5.0000e-
005

0.0000 1.7814
Total 7.7000e-
004

6.0000e-
004

6.8100e-
003

2.0000e-
005

1.9700e-
003

2.0000e-
005

1.9900e-
003

5.2000e-
004

1.0000e-
005

5.4000e-
004

0.0000 1.7801 1.7801 5.0000e-
005

0.0000 1.7814
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1807 0.0000 0.1807 0.0993 0.0000 0.0993 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0389 0.4050 0.2115 3.8000e-
004

0.0204 0.0204 0.0188 0.0188 0.0000 33.4357 33.4357 0.0108 0.0000 33.7060 Total 0.0389 0.4050 0.2115 3.8000e-
004

0.1807 0.0204 0.2011 0.0993 0.0188 0.1181 0.0000 33.4357 33.4357 0.0108 0.0000 33.7060 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 13 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

Page 39 of 275 ends

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.7000e-
004

6.0000e-
004

6.8100e-
003

2.0000e-
005

1.9700e-
003

2.0000e-
005

1.9900e-
003

5.2000e-
004

1.0000e-
005

5.4000e-
004

0.0000 1.7801 1.7801 5.0000e-
005

0.0000 1.7814
Total 7.7000e-
004

6.0000e-
004

6.8100e-
003

2.0000e-
005

1.9700e-
003

2.0000e-
005

1.9900e-
003

5.2000e-
004

1.0000e-
005

5.4000e-
004

0.0000 1.7801 1.7801 5.0000e-
005

0.0000 1.7814
Mitigated Construction Off-Site

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1741 0.0000 0.1741 0.0693 0.0000 0.0693 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0796 0.8816 0.5867 1.1800e-
003

0.0377 0.0377 0.0347 0.0347 0.0000 103.5405 103.5405 0.0335 0.0000 104.3776 Total 0.0796 0.8816 0.5867 1.1800e-
003

0.1741 0.0377 0.2118 0.0693 0.0347 0.1040 0.0000 103.5405 103.5405 0.0335 0.0000 104.3776 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 14 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

Page 40 of 275 ends

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.6400e-
003

1.2700e-
003

0.0144 4.0000e-
005

4.1600e-
003

3.0000e-
005

4.2000e-
003

1.1100e-
003

3.0000e-
005

1.1400e-
003

0.0000 3.7579 3.7579 1.1000e-
004

0.0000 3.7607
Total 1.6400e-
003

1.2700e-
003

0.0144 4.0000e-
005

4.1600e-
003

3.0000e-
005

4.2000e-
003

1.1100e-
003

3.0000e-
005

1.1400e-
003

0.0000 3.7579 3.7579 1.1000e-
004

0.0000 3.7607
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1741 0.0000 0.1741 0.0693 0.0000 0.0693 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0796 0.8816 0.5867 1.1800e-
003

0.0377 0.0377 0.0347 0.0347 0.0000 103.5403 103.5403 0.0335 0.0000 104.3775 Total 0.0796 0.8816 0.5867 1.1800e-
003

0.1741 0.0377 0.2118 0.0693 0.0347 0.1040 0.0000 103.5403 103.5403 0.0335 0.0000 104.3775 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 15 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

Page 41 of 275 ends

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.6400e-
003

1.2700e-
003

0.0144 4.0000e-
005

4.1600e-
003

3.0000e-
005

4.2000e-
003

1.1100e-
003

3.0000e-
005

1.1400e-
003

0.0000 3.7579 3.7579 1.1000e-
004

0.0000 3.7607
Total 1.6400e-
003

1.2700e-
003

0.0144 4.0000e-
005

4.1600e-
003

3.0000e-
005

4.2000e-
003

1.1100e-
003

3.0000e-
005

1.1400e-
003

0.0000 3.7579 3.7579 1.1000e-
004

0.0000 3.7607
Mitigated Construction Off-Site

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0807 0.0000 0.0807 0.0180 0.0000 0.0180 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0127 0.1360 0.1017 2.2000e-
004

5.7200e-
003

5.7200e-
003

5.2600e-
003

5.2600e-
003

0.0000 19.0871 19.0871 6.1700e-
003

0.0000 19.2414
Total 0.0127 0.1360 0.1017 2.2000e-
004

0.0807 5.7200e-
003

0.0865 0.0180 5.2600e-
003

0.0233 0.0000 19.0871 19.0871 6.1700e-
003

0.0000 19.2414
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 16 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

Page 42 of 275 ends

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.8000e-
004

2.1000e-
004

2.4400e-
003

1.0000e-
005

7.7000e-
004

1.0000e-
005

7.7000e-
004

2.0000e-
004

1.0000e-
005

2.1000e-
004

0.0000 0.6679 0.6679 2.0000e-
005

0.0000 0.6684
Total 2.8000e-
004

2.1000e-
004

2.4400e-
003

1.0000e-
005

7.7000e-
004

1.0000e-
005

7.7000e-
004

2.0000e-
004

1.0000e-
005

2.1000e-
004

0.0000 0.6679 0.6679 2.0000e-
005

0.0000 0.6684
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0807 0.0000 0.0807 0.0180 0.0000 0.0180 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0127 0.1360 0.1017 2.2000e-
004

5.7200e-
003

5.7200e-
003

5.2600e-
003

5.2600e-
003

0.0000 19.0871 19.0871 6.1700e-
003

0.0000 19.2414
Total 0.0127 0.1360 0.1017 2.2000e-
004

0.0807 5.7200e-
003

0.0865 0.0180 5.2600e-
003

0.0233 0.0000 19.0871 19.0871 6.1700e-
003

0.0000 19.2414
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 17 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

Page 43 of 275 ends

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.8000e-
004

2.1000e-
004

2.4400e-
003

1.0000e-
005

7.7000e-
004

1.0000e-
005

7.7000e-
004

2.0000e-
004

1.0000e-
005

2.1000e-
004

0.0000 0.6679 0.6679 2.0000e-
005

0.0000 0.6684
Total 2.8000e-
004

2.1000e-
004

2.4400e-
003

1.0000e-
005

7.7000e-
004

1.0000e-
005

7.7000e-
004

2.0000e-
004

1.0000e-
005

2.1000e-
004

0.0000 0.6679 0.6679 2.0000e-
005

0.0000 0.6684
Mitigated Construction Off-Site

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.2158 1.9754 2.0700 3.4100e-
003

0.1023 0.1023 0.0963 0.0963 0.0000 293.1324 293.1324 0.0702 0.0000 294.8881 Total 0.2158 1.9754 2.0700 3.4100e-
003

0.1023 0.1023 0.0963 0.0963 0.0000 293.1324 293.1324 0.0702 0.0000 294.8881 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 18 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

Page 44 of 275 ends

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0527 1.6961 0.4580 4.5500e-
003

0.1140 3.1800e-
003

0.1171 0.0329 3.0400e-
003

0.0359 0.0000 441.9835 441.9835 0.0264 0.0000 442.6435
Worker 0.4088 0.3066 3.5305 0.0107 1.1103 8.8700e-
003

1.1192 0.2949 8.1700e-
003

0.3031 0.0000 966.8117 966.8117 0.0266 0.0000 967.4773
Total 0.4616 2.0027 3.9885 0.0152 1.2243 0.0121 1.2363 0.3278 0.0112 0.3390 0.0000 1,408.795 2 1,408.795
2 0.0530 0.0000 1,410.120
8 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.2158 1.9754 2.0700 3.4100e-
003

0.1023 0.1023 0.0963 0.0963 0.0000 293.1321 293.1321 0.0702 0.0000 294.8877 Total 0.2158 1.9754 2.0700 3.4100e-
003

0.1023 0.1023 0.0963 0.0963 0.0000 293.1321 293.1321 0.0702 0.0000 294.8877 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 19 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

Page 45 of 275 ends

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0527 1.6961 0.4580 4.5500e-
003

0.1140 3.1800e-
003

0.1171 0.0329 3.0400e-
003

0.0359 0.0000 441.9835 441.9835 0.0264 0.0000 442.6435
Worker 0.4088 0.3066 3.5305 0.0107 1.1103 8.8700e-
003

1.1192 0.2949 8.1700e-
003

0.3031 0.0000 966.8117 966.8117 0.0266 0.0000 967.4773
Total 0.4616 2.0027 3.9885 0.0152 1.2243 0.0121 1.2363 0.3278 0.0112 0.3390 0.0000 1,408.795 2 1,408.795
2 0.0530 0.0000 1,410.120
8 Mitigated Construction Off-Site

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1942 1.7765 2.0061 3.3300e-
003

0.0864 0.0864 0.0813 0.0813 0.0000 286.2789 286.2789 0.0681 0.0000 287.9814 Total 0.1942 1.7765 2.0061 3.3300e-
003

0.0864 0.0864 0.0813 0.0813 0.0000 286.2789 286.2789 0.0681 0.0000 287.9814 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 20 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

Page 46 of 275 ends

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0382 1.2511 0.4011 4.3000e-
003

0.1113 1.4600e-
003

0.1127 0.0321 1.4000e-
003

0.0335 0.0000 417.9930 417.9930 0.0228 0.0000 418.5624
Worker 0.3753 0.2708 3.1696 0.0101 1.0840 8.4100e-
003

1.0924 0.2879 7.7400e-
003

0.2957 0.0000 909.3439 909.3439 0.0234 0.0000 909.9291
Total 0.4135 1.5218 3.5707 0.0144 1.1953 9.8700e-
003

1.2051 0.3200 9.1400e-
003

0.3292 0.0000 1,327.336
9 1,327.336
9 0.0462 0.0000 1,328.491
6 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1942 1.7765 2.0061 3.3300e-
003

0.0864 0.0864 0.0813 0.0813 0.0000 286.2785 286.2785 0.0681 0.0000 287.9811 Total 0.1942 1.7765 2.0061 3.3300e-
003

0.0864 0.0864 0.0813 0.0813 0.0000 286.2785 286.2785 0.0681 0.0000 287.9811 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 21 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

Page 47 of 275 ends

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0382 1.2511 0.4011 4.3000e-
003

0.1113 1.4600e-
003

0.1127 0.0321 1.4000e-
003

0.0335 0.0000 417.9930 417.9930 0.0228 0.0000 418.5624
Worker 0.3753 0.2708 3.1696 0.0101 1.0840 8.4100e-
003

1.0924 0.2879 7.7400e-
003

0.2957 0.0000 909.3439 909.3439 0.0234 0.0000 909.9291
Total 0.4135 1.5218 3.5707 0.0144 1.1953 9.8700e-
003

1.2051 0.3200 9.1400e-
003

0.3292 0.0000 1,327.336
9 1,327.336
9 0.0462 0.0000 1,328.491
6 Mitigated Construction Off-Site

3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 6.7100e-
003

0.0663 0.0948 1.5000e-
004

3.3200e-
003

3.3200e-
003

3.0500e-
003

3.0500e-
003

0.0000 13.0175 13.0175 4.2100e-
003

0.0000 13.1227
Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 6.7100e-
003

0.0663 0.0948 1.5000e-
004

3.3200e-
003

3.3200e-
003

3.0500e-
003

3.0500e-
003

0.0000 13.0175 13.0175 4.2100e-
003

0.0000 13.1227
Unmitigated Construction On-Site
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3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 3.7000e-
004

2.7000e-
004

3.1200e-
003

1.0000e-
005

1.0700e-
003

1.0000e-
005

1.0800e-
003

2.8000e-
004

1.0000e-
005

2.9000e-
004

0.0000 0.8963 0.8963 2.0000e-
005

0.0000 0.8968
Total 3.7000e-
004

2.7000e-
004

3.1200e-
003

1.0000e-
005

1.0700e-
003

1.0000e-
005

1.0800e-
003

2.8000e-
004

1.0000e-
005

2.9000e-
004

0.0000 0.8963 0.8963 2.0000e-
005

0.0000 0.8968
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 6.7100e-
003

0.0663 0.0948 1.5000e-
004

3.3200e-
003

3.3200e-
003

3.0500e-
003

3.0500e-
003

0.0000 13.0175 13.0175 4.2100e-
003

0.0000 13.1227
Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 6.7100e-
003

0.0663 0.0948 1.5000e-
004

3.3200e-
003

3.3200e-
003

3.0500e-
003

3.0500e-
003

0.0000 13.0175 13.0175 4.2100e-
003

0.0000 13.1227
Mitigated Construction On-Site
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3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 3.7000e-
004

2.7000e-
004

3.1200e-
003

1.0000e-
005

1.0700e-
003

1.0000e-
005

1.0800e-
003

2.8000e-
004

1.0000e-
005

2.9000e-
004

0.0000 0.8963 0.8963 2.0000e-
005

0.0000 0.8968
Total 3.7000e-
004

2.7000e-
004

3.1200e-
003

1.0000e-
005

1.0700e-
003

1.0000e-
005

1.0800e-
003

2.8000e-
004

1.0000e-
005

2.9000e-
004

0.0000 0.8963 0.8963 2.0000e-
005

0.0000 0.8968
Mitigated Construction Off-Site

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0109 0.1048 0.1609 2.5000e-
004

5.1500e-
003

5.1500e-
003

4.7400e-
003

4.7400e-
003

0.0000 22.0292 22.0292 7.1200e-
003

0.0000 22.2073
Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0109 0.1048 0.1609 2.5000e-
004

5.1500e-
003

5.1500e-
003

4.7400e-
003

4.7400e-
003

0.0000 22.0292 22.0292 7.1200e-
003

0.0000 22.2073
Unmitigated Construction On-Site
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Page 50 of 275 ends

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.9000e-
004

4.1000e-
004

4.9200e-
003

2.0000e-
005

1.8100e-
003

1.0000e-
005

1.8200e-
003

4.8000e-
004

1.0000e-
005

4.9000e-
004

0.0000 1.4697 1.4697 4.0000e-
005

0.0000 1.4706
Total 5.9000e-
004

4.1000e-
004

4.9200e-
003

2.0000e-
005

1.8100e-
003

1.0000e-
005

1.8200e-
003

4.8000e-
004

1.0000e-
005

4.9000e-
004

0.0000 1.4697 1.4697 4.0000e-
005

0.0000 1.4706
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0109 0.1048 0.1609 2.5000e-
004

5.1500e-
003

5.1500e-
003

4.7400e-
003

4.7400e-
003

0.0000 22.0292 22.0292 7.1200e-
003

0.0000 22.2073
Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0109 0.1048 0.1609 2.5000e-
004

5.1500e-
003

5.1500e-
003

4.7400e-
003

4.7400e-
003

0.0000 22.0292 22.0292 7.1200e-
003

0.0000 22.2073
Mitigated Construction On-Site
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Page 51 of 275 ends

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.9000e-
004

4.1000e-
004

4.9200e-
003

2.0000e-
005

1.8100e-
003

1.0000e-
005

1.8200e-
003

4.8000e-
004

1.0000e-
005

4.9000e-
004

0.0000 1.4697 1.4697 4.0000e-
005

0.0000 1.4706
Total 5.9000e-
004

4.1000e-
004

4.9200e-
003

2.0000e-
005

1.8100e-
003

1.0000e-
005

1.8200e-
003

4.8000e-
004

1.0000e-
005

4.9000e-
004

0.0000 1.4697 1.4697 4.0000e-
005

0.0000 1.4706
Mitigated Construction Off-Site

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 4.1372 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 3.1600e-
003

0.0213 0.0317 5.0000e-
005

1.0700e-
003

1.0700e-
003

1.0700e-
003

1.0700e-
003

0.0000 4.4682 4.4682 2.5000e-
004

0.0000 4.4745
Total 4.1404 0.0213 0.0317 5.0000e-
005

1.0700e-
003

1.0700e-
003

1.0700e-
003

1.0700e-
003

0.0000 4.4682 4.4682 2.5000e-
004

0.0000 4.4745
Unmitigated Construction On-Site
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Page 52 of 275 ends

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0101 6.9900e-
003

0.0835 2.8000e-
004

0.0307 2.3000e-
004

0.0309 8.1500e-
003

2.2000e-
004

8.3700e-
003

0.0000 24.9407 24.9407 6.1000e-
004

0.0000 24.9558
Total 0.0101 6.9900e-
003

0.0835 2.8000e-
004

0.0307 2.3000e-
004

0.0309 8.1500e-
003

2.2000e-
004

8.3700e-
003

0.0000 24.9407 24.9407 6.1000e-
004

0.0000 24.9558
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 4.1372 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 3.1600e-
003

0.0213 0.0317 5.0000e-
005

1.0700e-
003

1.0700e-
003

1.0700e-
003

1.0700e-
003

0.0000 4.4682 4.4682 2.5000e-
004

0.0000 4.4745
Total 4.1404 0.0213 0.0317 5.0000e-
005

1.0700e-
003

1.0700e-
003

1.0700e-
003

1.0700e-
003

0.0000 4.4682 4.4682 2.5000e-
004

0.0000 4.4745
Mitigated Construction On-Site
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Page 53 of 275 ends

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0101 6.9900e-
003

0.0835 2.8000e-
004

0.0307 2.3000e-
004

0.0309 8.1500e-
003

2.2000e-
004

8.3700e-
003

0.0000 24.9407 24.9407 6.1000e-
004

0.0000 24.9558
Total 0.0101 6.9900e-
003

0.0835 2.8000e-
004

0.0307 2.3000e-
004

0.0309 8.1500e-
003

2.2000e-
004

8.3700e-
003

0.0000 24.9407 24.9407 6.1000e-
004

0.0000 24.9558
Mitigated Construction Off-Site
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Page 54 of 275 ends

ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 Unmitigated 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Apartments Low Rise 145.75 154.25 154.00 506,227 506,227 Apartments Mid Rise 4,026.75 3,773.25 4075.50 13,660,065 13,660,065 General Office Building 288.45 62.55 31.05 706,812 706,812 High Turnover (Sit Down Restaurant) 2,368.80 2,873.52 2817.72 3,413,937 3,413,937 Hotel 192.00 187.50 160.00 445,703 445,703
Quality Restaurant 501.12 511.92 461.20 707,488 707,488 Regional Shopping Center 528.08 601.44 357.84 1,112,221 1,112,221 Total 8,050.95 8,164.43 8,057.31 20,552,452 20,552,452
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Page 55 of 275 ends

Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Low Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 General Office Building 16.60 8.40 6.90 33.00 48.00 19.00 77 19 4 High Turnover (Sit Down
Rt t )

16.60 8.40 6.90 8.50 72.50 19.00 37 20 43
Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4
Quality Restaurant 16.60 8.40 6.90 12.00 69.00 19.00 38 18 44 Regional Shopping Center 16.60 8.40 6.90 16.30 64.70 19.00 54 35 11

5.0 Energy Detail

5.1 Mitigation Measures Energy

4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Low Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Apartments Mid Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 General Office Building 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 High Turnover (Sit Down
Restaurant)

0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Hotel 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Quality Restaurant 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Regional Shopping Center 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.00082 1 Historical Energy Use: N
CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 30 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

Page 56 of 275 ends

ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated

0.0000 0.0000 0.0000 0.0000 0.0000 2,512.646
5 2,512.646
5 0.1037 0.0215 2,521.635
6 Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000 2,512.646
5 2,512.646
5 0.1037 0.0215 2,521.635
6 NaturalGas
Mitigated

0.1398 1.2312 0.7770 7.6200e-
003

0.0966 0.0966 0.0966 0.0966 0.0000 1,383.426
7 1,383.426
7 0.0265 0.0254 1,391.647
8 NaturalGas
Unmitigated

0.1398 1.2312 0.7770 7.6200e-
003

0.0966 0.0966 0.0966 0.0966 0.0000 1,383.426
7 1,383.426
7 0.0265 0.0254 1,391.647
8 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 31 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

Page 57 of 275 ends

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Apartments Low
Rise
408494 2.2000e-
003

0.0188 8.0100e-
003

1.2000e-
004

1.5200e-
003

1.5200e-
003

1.5200e-
003

1.5200e-
003

0.0000 21.7988 21.7988 4.2000e-
004

4.0000e-
004

21.9284
Apartments Mid
Rise

1.30613e
+007

0.0704 0.6018 0.2561 3.8400e-
003

0.0487 0.0487 0.0487 0.0487 0.0000 696.9989 696.9989 0.0134 0.0128 701.1408 General Office
Building
468450 2.5300e-
003

0.0230 0.0193 1.4000e-
004

1.7500e-
003

1.7500e-
003

1.7500e-
003

1.7500e-
003

0.0000 24.9983 24.9983 4.8000e-
004

4.6000e-
004

25.1468
High Turnover (Sit
Down Restaurant)

8.30736e
+006

0.0448 0.4072 0.3421 2.4400e-
003

0.0310 0.0310 0.0310 0.0310 0.0000 443.3124 443.3124 8.5000e- 003

8.1300e-
003
445.9468
Hotel 1.74095e
+006

9.3900e-
003

0.0853 0.0717 5.1000e-
004

6.4900e-
003

6.4900e-
003

6.4900e-
003

6.4900e-
003

0.0000 92.9036 92.9036 1.7800e-
003

1.7000e-
003

93.4557
Quality
Restaurant

1.84608e
+006

9.9500e-
003

0.0905 0.0760 5.4000e-
004

6.8800e-
003

6.8800e-
003

6.8800e-
003

6.8800e-
003

0.0000 98.5139 98.5139 1.8900e-
003

1.8100e-
003

99.0993
Regional
Shopping Center
91840 5.0000e-
004

4.5000e-
003

3.7800e-
003

3.0000e-
005

3.4000e-
004

3.4000e-
004

3.4000e-
004

3.4000e-
004

0.0000 4.9009 4.9009 9.0000e-
005

9.0000e-
005

4.9301
Total 0.1398 1.2312 0.7770 7.6200e-
003

0.0966 0.0966 0.0966 0.0966 0.0000 1,383.426
8 1,383.426
8 0.0265 0.0254 1,391.647
8 Unmitigated
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5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Apartments Low
Rise
408494 2.2000e-
003

0.0188 8.0100e-
003

1.2000e-
004

1.5200e-
003

1.5200e-
003

1.5200e-
003

1.5200e-
003

0.0000 21.7988 21.7988 4.2000e-
004

4.0000e-
004

21.9284
Apartments Mid
Rise

1.30613e
+007

0.0704 0.6018 0.2561 3.8400e-
003

0.0487 0.0487 0.0487 0.0487 0.0000 696.9989 696.9989 0.0134 0.0128 701.1408 General Office
Building
468450 2.5300e-
003

0.0230 0.0193 1.4000e-
004

1.7500e-
003

1.7500e-
003

1.7500e-
003

1.7500e-
003

0.0000 24.9983 24.9983 4.8000e-
004

4.6000e-
004

25.1468
High Turnover (Sit
Down Restaurant)

8.30736e
+006

0.0448 0.4072 0.3421 2.4400e-
003

0.0310 0.0310 0.0310 0.0310 0.0000 443.3124 443.3124 8.5000e- 003

8.1300e-
003
445.9468
Hotel 1.74095e
+006

9.3900e-
003

0.0853 0.0717 5.1000e-
004

6.4900e-
003

6.4900e-
003

6.4900e-
003

6.4900e-
003

0.0000 92.9036 92.9036 1.7800e-
003

1.7000e-
003

93.4557
Quality
Restaurant

1.84608e
+006

9.9500e-
003

0.0905 0.0760 5.4000e-
004

6.8800e-
003

6.8800e-
003

6.8800e-
003

6.8800e-
003

0.0000 98.5139 98.5139 1.8900e-
003

1.8100e-
003

99.0993
Regional
Shopping Center
91840 5.0000e-
004

4.5000e-
003

3.7800e-
003

3.0000e-
005

3.4000e-
004

3.4000e-
004

3.4000e-
004

3.4000e-
004

0.0000 4.9009 4.9009 9.0000e-
005

9.0000e-
005

4.9301
Total 0.1398 1.2312 0.7770 7.6200e-
003

0.0966 0.0966 0.0966 0.0966 0.0000 1,383.426
8 1,383.426
8 0.0265 0.0254 1,391.647
8 Mitigated
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5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Apartments Low
Rise
106010 33.7770 1.3900e-
003

2.9000e-
004

33.8978
Apartments Mid
Rise

3.94697e
+006
1,257.587
9 0.0519 0.0107 1,262.086
9 General Office
Building
584550 186.2502 7.6900e-
003

1.5900e-
003
186.9165
High Turnover (Sit
Down Restaurant)

1.58904e
+006
506.3022 0.0209 4.3200e-
003
508.1135
Hotel 550308 175.3399 7.2400e-
003

1.5000e-
003
175.9672
Quality
Restaurant
353120 112.5116 4.6500e-
003

9.6000e-
004
112.9141
Regional
Shopping Center
756000 240.8778 9.9400e-
003

2.0600e-
003
241.7395
Total 2,512.646
5 0.1037 0.0215 2,521.635
6 Unmitigated
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6.1 Mitigation Measures Area

6.0 Area Detail

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Apartments Low
Rise
106010 33.7770 1.3900e-
003

2.9000e-
004

33.8978
Apartments Mid
Rise

3.94697e
+006
1,257.587
9 0.0519 0.0107 1,262.086
9 General Office
Building
584550 186.2502 7.6900e-
003

1.5900e-
003
186.9165
High Turnover (Sit
Down Restaurant)

1.58904e
+006
506.3022 0.0209 4.3200e-
003
508.1135
Hotel 550308 175.3399 7.2400e-
003

1.5000e-
003
175.9672
Quality
Restaurant
353120 112.5116 4.6500e-
003

9.6000e-
004
112.9141
Regional
Shopping Center
756000 240.8778 9.9400e-
003

2.0600e-
003
241.7395
Total 2,512.646
5 0.1037 0.0215 2,521.635
6 Mitigated
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 5.1437 0.2950 10.3804 1.6700e-
003

0.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e- 003
222.5835
Unmitigated 5.1437 0.2950 10.3804 1.6700e-
003

0.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e- 003
222.5835

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating

0.4137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

4.3998 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0206 0.1763 0.0750 1.1200e-
003

0.0143 0.0143 0.0143 0.0143 0.0000 204.1166 204.1166 3.9100e- 003

3.7400e-
003
205.3295
Landscaping 0.3096 0.1187 10.3054 5.4000e-
004

0.0572 0.0572 0.0572 0.0572 0.0000 16.8504 16.8504 0.0161 0.0000 17.2540 Total 5.1437 0.2950 10.3804 1.6600e-
003

0.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e- 003
222.5835
Unmitigated
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7.1 Mitigation Measures Water

7.0 Water Detail

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating

0.4137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

4.3998 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0206 0.1763 0.0750 1.1200e-
003

0.0143 0.0143 0.0143 0.0143 0.0000 204.1166 204.1166 3.9100e- 003

3.7400e-
003
205.3295
Landscaping 0.3096 0.1187 10.3054 5.4000e-
004

0.0572 0.0572 0.0572 0.0572 0.0000 16.8504 16.8504 0.0161 0.0000 17.2540 Total 5.1437 0.2950 10.3804 1.6600e-
003

0.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e- 003
222.5835
Mitigated
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Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 585.8052 3.0183 0.0755 683.7567
Unmitigated 585.8052 3.0183 0.0755 683.7567
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7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Apartments Low
Rise

1.62885 /

1.02688

10.9095 0.0535 1.3400e-
003

12.6471
Apartments Mid
Rise

63.5252 /

40.0485
425.4719 2.0867 0.0523 493.2363
General Office
Building

7.99802 /

4.90201

53.0719 0.2627 6.5900e-
003

61.6019
High Turnover (Sit
Down Restaurant)

10.9272 /

0.697482

51.2702 0.3580 8.8200e-
003

62.8482
Hotel 1.26834 /

0.140927

6.1633 0.0416 1.0300e-
003

7.5079
Quality
Restaurant

2.42827 /

0.154996

11.3934 0.0796 1.9600e-
003

13.9663
Regional
Shopping Center

4.14806 /

2.54236

27.5250 0.1363 3.4200e-
003

31.9490
Total 585.8052 3.0183 0.0755 683.7567
Unmitigated
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8.1 Mitigation Measures Waste

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Apartments Low
Rise

1.62885 /

1.02688

10.9095 0.0535 1.3400e-
003

12.6471
Apartments Mid
Rise

63.5252 /

40.0485
425.4719 2.0867 0.0523 493.2363
General Office
Building

7.99802 /

4.90201

53.0719 0.2627 6.5900e-
003

61.6019
High Turnover (Sit
Down Restaurant)

10.9272 /

0.697482

51.2702 0.3580 8.8200e-
003

62.8482
Hotel 1.26834 /

0.140927

6.1633 0.0416 1.0300e-
003

7.5079
Quality
Restaurant

2.42827 /

0.154996

11.3934 0.0796 1.9600e-
003

13.9663
Regional
Shopping Center

4.14806 /

2.54236

27.5250 0.1363 3.4200e-
003

31.9490
Total 585.8052 3.0183 0.0755 683.7567
Mitigated

8.0 Waste Detail
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Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 207.8079 12.2811 0.0000 514.8354
Unmitigated 207.8079 12.2811 0.0000 514.8354
Category/Year
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8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Apartments Low
Rise

11.5 2.3344 0.1380 0.0000 5.7834
Apartments Mid
Rise
448.5 91.0415 5.3804 0.0000 225.5513
General Office
Building

41.85 8.4952 0.5021 0.0000 21.0464
High Turnover (Sit
Down Restaurant)
428.4 86.9613 5.1393 0.0000 215.4430
Hotel 27.38 5.5579 0.3285 0.0000 13.7694
Quality
Restaurant

7.3 1.4818 0.0876 0.0000 3.6712
Regional
Shopping Center

58.8 11.9359 0.7054 0.0000 29.5706
Total 207.8079 12.2811 0.0000 514.8354
Unmitigated
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8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Apartments Low
Rise

11.5 2.3344 0.1380 0.0000 5.7834
Apartments Mid
Rise
448.5 91.0415 5.3804 0.0000 225.5513
General Office
Building

41.85 8.4952 0.5021 0.0000 21.0464
High Turnover (Sit
Down Restaurant)
428.4 86.9613 5.1393 0.0000 215.4430
Hotel 27.38 5.5579 0.3285 0.0000 13.7694
Quality
Restaurant

7.3 1.4818 0.0876 0.0000 3.6712
Regional
Shopping Center

58.8 11.9359 0.7054 0.0000 29.5706
Total 207.8079 12.2811 0.0000 514.8354
Mitigated

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type

10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:52 PMPage 43 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

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11.0 Vegetation
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
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1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population General Office Building 45.00 1000sqft 1.03 45,000.00 0 High Turnover (Sit Down Restaurant) 36.00 1000sqft 0.83 36,000.00 0 Hotel 50.00 Room 1.67 72,600.00 0
Quality Restaurant 8.00 1000sqft 0.18 8,000.00 0
Apartments Low Rise 25.00 Dwelling Unit 1.56 25,000.00 72 Apartments Mid Rise 975.00 Dwelling Unit 25.66 975,000.00 2789 Regional Shopping Center 56.00 1000sqft 1.29 56,000.00 0

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
9 Wind Speed (m/s) Precipitation Freq (Days)2.2 33

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Southern California Edison
2028Operational Year
CO2 Intensity
(lb/MWhr)
702.44 0.029 CH4 Intensity
(lb/MWhr)

0.006N2O Intensity
(lb/MWhr)
Village South Specific Plan (Proposed)
Los Angeles-South Coast County, Summer
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Project Characteristics - Consistent with the DEIR's model.

Land Use - See SWAPE comment regarding residential and retail land uses.

Construction Phase - See SWAPE comment regarding individual construction phase lengths.

Demolition - Consistent with the DEIR's model. See SWAPE comment regarding demolition.

Vehicle Trips - Saturday trips consistent with the DEIR's model. See SWAPE comment regarding weekday and Sunday trips.

Woodstoves - Woodstoves and wood-burning fireplaces consistent with the DEIR's model. See SWAPE comment regarding gas fireplaces.

Energy Use -
Construction Off-road Equipment Mitigation - See SWAPE comment on construction-related mitigation.

Area Mitigation - See SWAPE comment regarding operational mitigation measures.

Water Mitigation - See SWAPE comment regarding operational mitigation measures.

Table Name Column Name Default Value New Value
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces NumberWood 1.25 0.00
tblFireplaces NumberWood 48.75 0.00
tblVehicleTrips ST_TR 7.16 6.17
tblVehicleTrips ST_TR 6.39 3.87
tblVehicleTrips ST_TR 2.46 1.39
tblVehicleTrips ST_TR 158.37 79.82
tblVehicleTrips ST_TR 8.19 3.75
tblVehicleTrips ST_TR 94.36 63.99
tblVehicleTrips ST_TR 49.97 10.74
tblVehicleTrips SU_TR 6.07 6.16
tblVehicleTrips SU_TR 5.86 4.18
tblVehicleTrips SU_TR 1.05 0.69
tblVehicleTrips SU_TR 131.84 78.27
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2.0 Emissions Summary
tblVehicleTrips SU_TR 5.95 3.20
tblVehicleTrips SU_TR 72.16 57.65
tblVehicleTrips SU_TR 25.24 6.39
tblVehicleTrips WD_TR 6.59 5.83
tblVehicleTrips WD_TR 6.65 4.13
tblVehicleTrips WD_TR 11.03 6.41
tblVehicleTrips WD_TR 127.15 65.80
tblVehicleTrips WD_TR 8.17 3.84
tblVehicleTrips WD_TR 89.95 62.64
tblVehicleTrips WD_TR 42.70 9.43
tblWoodstoves NumberCatalytic 1.25 0.00
tblWoodstoves NumberCatalytic 48.75 0.00
tblWoodstoves NumberNoncatalytic 1.25 0.00
tblWoodstoves NumberNoncatalytic 48.75 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
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2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 4.2769 46.4588 31.6840 0.0643 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 6,234.797 4 6,234.797
4 1.9495 0.0000 6,283.535
2 2022 5.3304 38.8967 49.5629 0.1517 9.8688 1.6366 10.7727 3.6558 1.5057 5.1615 0.0000 15,251.56 74 15,251.56
74 1.9503 0.0000 15,278.52
88 2023 4.8957 26.3317 46.7567 0.1472 9.8688 0.7794 10.6482 2.6381 0.7322 3.3702 0.0000 14,807.52 69 14,807.52
69 1.0250 0.0000 14,833.15
21 2024 237.1630 9.5575 15.1043 0.0244 1.7884 0.4698 1.8628 0.4743 0.4322 0.5476 0.0000 2,361.398 9 2,361.398
9 0.7177 0.0000 2,379.342
1 Maximum 237.1630 46.4588 49.5629 0.1517 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 15,251.56 74 15,251.56
74 1.9503 0.0000 15,278.52
88 Unmitigated Construction
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2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 4.2769 46.4588 31.6840 0.0643 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 6,234.797 4 6,234.797
4 1.9495 0.0000 6,283.535
2 2022 5.3304 38.8967 49.5629 0.1517 9.8688 1.6366 10.7727 3.6558 1.5057 5.1615 0.0000 15,251.56 74 15,251.56
74 1.9503 0.0000 15,278.52
88 2023 4.8957 26.3317 46.7567 0.1472 9.8688 0.7794 10.6482 2.6381 0.7322 3.3702 0.0000 14,807.52 69 14,807.52
69 1.0250 0.0000 14,833.15
20 2024 237.1630 9.5575 15.1043 0.0244 1.7884 0.4698 1.8628 0.4743 0.4322 0.5476 0.0000 2,361.398 9 2,361.398
9 0.7177 0.0000 2,379.342
1 Maximum 237.1630 46.4588 49.5629 0.1517 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 15,251.56 74 15,251.56
74 1.9503 0.0000 15,278.52
88 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:54 PMPage 5 of 35 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer

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2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Energy 0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mobile 9.8489 45.4304 114.8495 0.4917 45.9592 0.3360 46.2951 12.2950 0.3119 12.6070 50,306.60 34 50,306.60
34 2.1807 50,361.12
08 Total 41.1168 67.2262 207.5497 0.6278 45.9592 2.4626 48.4217 12.2950 2.4385 14.7336 0.0000 76,811.18 16 76,811.18
16 2.8282 0.4832 77,025.87
86 Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Energy 0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mobile 9.8489 45.4304 114.8495 0.4917 45.9592 0.3360 46.2951 12.2950 0.3119 12.6070 50,306.60 34 50,306.60
34 2.1807 50,361.12
08 Total 41.1168 67.2262 207.5497 0.6278 45.9592 2.4626 48.4217 12.2950 2.4385 14.7336 0.0000 76,811.18 16 76,811.18
16 2.8282 0.4832 77,025.87
86 Mitigated Operational
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3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 9/1/2021 10/12/2021 5 30
2 Site Preparation Site Preparation 10/13/2021 11/9/2021 5 20 3 Grading Grading 11/10/2021 1/11/2022 5 45
4 Building Construction Building Construction 1/12/2022 12/12/2023 5 500 5 Paving Paving 12/13/2023 1/30/2024 5 35
6 Architectural Coating Architectural Coating 1/31/2024 3/19/2024 5 35 OffRoad Equipment
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 2,025,000; Residential Outdoor: 675,000; Non-Residential Indoor: 326,400; Non-Residential Outdoor: 108,800; Striped Parking Area: 0 (Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 112.5
Acres of Paving: 0
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Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Grading Excavators 2 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Scrapers 2 8.00 367 0.48
Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37
Building Construction Cranes 1 7.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Paving Pavers 2 8.00 130 0.42
Paving Paving Equipment 2 8.00 132 0.36
Paving Rollers 2 8.00 80 0.38
Architectural Coating
Air Compressors 1 6.00 78 0.48
Trips and VMT
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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 3.3074 0.0000 3.3074 0.5008 0.0000 0.5008 0.0000 0.0000 Off-Road 3.1651 31.4407 21.5650 0.0388 1.5513 1.5513 1.4411 1.4411 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Total 3.1651 31.4407 21.5650 0.0388 3.3074 1.5513 4.8588 0.5008 1.4411 1.9419 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Unmitigated Construction On-Site

3.1 Mitigation Measures Construction
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 6 15.00 0.00 458.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 801.00 143.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 160.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:54 PMPage 9 of 35 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer

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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1273 4.0952 0.9602 0.0119 0.2669 0.0126 0.2795 0.0732 0.0120 0.0852 1,292.241 3 1,292.241
3 0.0877 1,294.433
7 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0643 0.0442 0.6042 1.7100e-
003

0.1677 1.3500e-
003

0.1690 0.0445 1.2500e-
003

0.0457 170.8155 170.8155 5.0300e-
003
170.9413
Total 0.1916 4.1394 1.5644 0.0136 0.4346 0.0139 0.4485 0.1176 0.0133 0.1309 1,463.056 8 1,463.056
8 0.0927 1,465.375
0 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 3.3074 0.0000 3.3074 0.5008 0.0000 0.5008 0.0000 0.0000 Off-Road 3.1651 31.4407 21.5650 0.0388 1.5513 1.5513 1.4411 1.4411 0.0000 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Total 3.1651 31.4407 21.5650 0.0388 3.3074 1.5513 4.8588 0.5008 1.4411 1.9419 0.0000 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Mitigated Construction On-Site
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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1273 4.0952 0.9602 0.0119 0.2669 0.0126 0.2795 0.0732 0.0120 0.0852 1,292.241 3 1,292.241
3 0.0877 1,294.433
7 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0643 0.0442 0.6042 1.7100e-
003

0.1677 1.3500e-
003

0.1690 0.0445 1.2500e-
003

0.0457 170.8155 170.8155 5.0300e-
003
170.9413
Total 0.1916 4.1394 1.5644 0.0136 0.4346 0.0139 0.4485 0.1176 0.0133 0.1309 1,463.056 8 1,463.056
8 0.0927 1,465.375
0 Mitigated Construction Off-Site

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 3.8882 40.4971 21.1543 0.0380 2.0445 2.0445 1.8809 1.8809 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Total 3.8882 40.4971 21.1543 0.0380 18.0663 2.0445 20.1107 9.9307 1.8809 11.8116 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Unmitigated Construction On-Site
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3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0772 0.0530 0.7250 2.0600e-
003

0.2012 1.6300e-
003

0.2028 0.0534 1.5000e-
003

0.0549 204.9786 204.9786 6.0400e-
003
205.1296
Total 0.0772 0.0530 0.7250 2.0600e-
003

0.2012 1.6300e-
003

0.2028 0.0534 1.5000e-
003

0.0549 204.9786 204.9786 6.0400e-
003
205.1296
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 3.8882 40.4971 21.1543 0.0380 2.0445 2.0445 1.8809 1.8809 0.0000 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Total 3.8882 40.4971 21.1543 0.0380 18.0663 2.0445 20.1107 9.9307 1.8809 11.8116 0.0000 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Mitigated Construction On-Site
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3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0772 0.0530 0.7250 2.0600e-
003

0.2012 1.6300e-
003

0.2028 0.0534 1.5000e-
003

0.0549 204.9786 204.9786 6.0400e-
003
205.1296
Total 0.0772 0.0530 0.7250 2.0600e-
003

0.2012 1.6300e-
003

0.2028 0.0534 1.5000e-
003

0.0549 204.9786 204.9786 6.0400e-
003
205.1296
Mitigated Construction Off-Site

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 4.1912 46.3998 30.8785 0.0620 1.9853 1.9853 1.8265 1.8265 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Total 4.1912 46.3998 30.8785 0.0620 8.6733 1.9853 10.6587 3.5965 1.8265 5.4230 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Unmitigated Construction On-Site
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3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0857 0.0589 0.8056 2.2900e-
003

0.2236 1.8100e-
003

0.2254 0.0593 1.6600e-
003

0.0610 227.7540 227.7540 6.7100e-
003
227.9217
Total 0.0857 0.0589 0.8056 2.2900e-
003

0.2236 1.8100e-
003

0.2254 0.0593 1.6600e-
003

0.0610 227.7540 227.7540 6.7100e-
003
227.9217
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 4.1912 46.3998 30.8785 0.0620 1.9853 1.9853 1.8265 1.8265 0.0000 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Total 4.1912 46.3998 30.8785 0.0620 8.6733 1.9853 10.6587 3.5965 1.8265 5.4230 0.0000 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Mitigated Construction On-Site
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3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0857 0.0589 0.8056 2.2900e-
003

0.2236 1.8100e-
003

0.2254 0.0593 1.6600e-
003

0.0610 227.7540 227.7540 6.7100e-
003
227.9217
Total 0.0857 0.0589 0.8056 2.2900e-
003

0.2236 1.8100e-
003

0.2254 0.0593 1.6600e-
003

0.0610 227.7540 227.7540 6.7100e-
003
227.9217
Mitigated Construction Off-Site

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Total 3.6248 38.8435 29.0415 0.0621 8.6733 1.6349 10.3082 3.5965 1.5041 5.1006 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Unmitigated Construction On-Site
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3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0803 0.0532 0.7432 2.2100e-
003

0.2236 1.7500e-
003

0.2253 0.0593 1.6100e-
003

0.0609 219.7425 219.7425 6.0600e-
003
219.8941
Total 0.0803 0.0532 0.7432 2.2100e-
003

0.2236 1.7500e-
003

0.2253 0.0593 1.6100e-
003

0.0609 219.7425 219.7425 6.0600e-
003
219.8941
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 0.0000 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Total 3.6248 38.8435 29.0415 0.0621 8.6733 1.6349 10.3082 3.5965 1.5041 5.1006 0.0000 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Mitigated Construction On-Site
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3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0803 0.0532 0.7432 2.2100e-
003

0.2236 1.7500e-
003

0.2253 0.0593 1.6100e-
003

0.0609 219.7425 219.7425 6.0600e-
003
219.8941
Total 0.0803 0.0532 0.7432 2.2100e-
003

0.2236 1.7500e-
003

0.2253 0.0593 1.6100e-
003

0.0609 219.7425 219.7425 6.0600e-
003
219.8941
Mitigated Construction Off-Site

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Unmitigated Construction On-Site
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3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4079 13.2032 3.4341 0.0364 0.9155 0.0248 0.9404 0.2636 0.0237 0.2873 3,896.548 2 3,896.548
2 0.2236 3,902.138
4 Worker 3.2162 2.1318 29.7654 0.0883 8.9533 0.0701 9.0234 2.3745 0.0646 2.4390 8,800.685 7 8,800.685
7 0.2429 8,806.758
2 Total 3.6242 15.3350 33.1995 0.1247 9.8688 0.0949 9.9637 2.6381 0.0883 2.7263 12,697.23 39 12,697.23
39 0.4665 12,708.89
66 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Mitigated Construction On-Site
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3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4079 13.2032 3.4341 0.0364 0.9155 0.0248 0.9404 0.2636 0.0237 0.2873 3,896.548 2 3,896.548
2 0.2236 3,902.138
4 Worker 3.2162 2.1318 29.7654 0.0883 8.9533 0.0701 9.0234 2.3745 0.0646 2.4390 8,800.685 7 8,800.685
7 0.2429 8,806.758
2 Total 3.6242 15.3350 33.1995 0.1247 9.8688 0.0949 9.9637 2.6381 0.0883 2.7263 12,697.23 39 12,697.23
39 0.4665 12,708.89
66 Mitigated Construction Off-Site

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Unmitigated Construction On-Site
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3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3027 10.0181 3.1014 0.0352 0.9156 0.0116 0.9271 0.2636 0.0111 0.2747 3,773.876 2 3,773.876
2 0.1982 3,778.830
0 Worker 3.0203 1.9287 27.4113 0.0851 8.9533 0.0681 9.0214 2.3745 0.0627 2.4372 8,478.440 8 8,478.440
8 0.2190 8,483.916
0 Total 3.3229 11.9468 30.5127 0.1203 9.8688 0.0797 9.9485 2.6381 0.0738 2.7118 12,252.31 70 12,252.31
70 0.4172 12,262.74
60 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Mitigated Construction On-Site
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3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3027 10.0181 3.1014 0.0352 0.9156 0.0116 0.9271 0.2636 0.0111 0.2747 3,773.876 2 3,773.876
2 0.1982 3,778.830
0 Worker 3.0203 1.9287 27.4113 0.0851 8.9533 0.0681 9.0214 2.3745 0.0627 2.4372 8,478.440 8 8,478.440
8 0.2190 8,483.916
0 Total 3.3229 11.9468 30.5127 0.1203 9.8688 0.0797 9.9485 2.6381 0.0738 2.7118 12,252.31 70 12,252.31
70 0.4172 12,262.74
60 Mitigated Construction Off-Site

3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Unmitigated Construction On-Site
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3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0566 0.0361 0.5133 1.5900e-
003

0.1677 1.2800e-
003

0.1689 0.0445 1.1700e-
003

0.0456 158.7723 158.7723 4.1000e-
003
158.8748
Total 0.0566 0.0361 0.5133 1.5900e-
003

0.1677 1.2800e-
003

0.1689 0.0445 1.1700e-
003

0.0456 158.7723 158.7723 4.1000e-
003
158.8748
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 0.0000 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 0.0000 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Mitigated Construction On-Site
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3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0566 0.0361 0.5133 1.5900e-
003

0.1677 1.2800e-
003

0.1689 0.0445 1.1700e-
003

0.0456 158.7723 158.7723 4.1000e-
003
158.8748
Total 0.0566 0.0361 0.5133 1.5900e-
003

0.1677 1.2800e-
003

0.1689 0.0445 1.1700e-
003

0.0456 158.7723 158.7723 4.1000e-
003
158.8748
Mitigated Construction Off-Site

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Unmitigated Construction On-Site
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3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0535 0.0329 0.4785 1.5400e-
003

0.1677 1.2600e-
003

0.1689 0.0445 1.1600e-
003

0.0456 153.8517 153.8517 3.7600e-
003
153.9458
Total 0.0535 0.0329 0.4785 1.5400e-
003

0.1677 1.2600e-
003

0.1689 0.0445 1.1600e-
003

0.0456 153.8517 153.8517 3.7600e-
003
153.9458
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Mitigated Construction On-Site
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3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0535 0.0329 0.4785 1.5400e-
003

0.1677 1.2600e-
003

0.1689 0.0445 1.1600e-
003

0.0456 153.8517 153.8517 3.7600e-
003
153.9458
Total 0.0535 0.0329 0.4785 1.5400e-
003

0.1677 1.2600e-
003

0.1689 0.0445 1.1600e-
003

0.0456 153.8517 153.8517 3.7600e-
003
153.9458
Mitigated Construction Off-Site

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 236.4115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e-
003

0.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Total 236.5923 1.2188 1.8101 2.9700e-
003

0.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Unmitigated Construction On-Site
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3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.5707 0.3513 5.1044 0.0165 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,641.085 2 1,641.085
2 0.0401 1,642.088
6 Total 0.5707 0.3513 5.1044 0.0165 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,641.085 2 1,641.085
2 0.0401 1,642.088
6 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 236.4115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e-
003

0.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Total 236.5923 1.2188 1.8101 2.9700e-
003

0.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Mitigated Construction On-Site
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4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.5707 0.3513 5.1044 0.0165 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,641.085 2 1,641.085
2 0.0401 1,642.088
6 Total 0.5707 0.3513 5.1044 0.0165 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,641.085 2 1,641.085
2 0.0401 1,642.088
6 Mitigated Construction Off-Site
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 9.8489 45.4304 114.8495 0.4917 45.9592 0.3360 46.2951 12.2950 0.3119 12.6070 50,306.60 34 50,306.60
34 2.1807 50,361.12
08 Unmitigated 9.8489 45.4304 114.8495 0.4917 45.9592 0.3360 46.2951 12.2950 0.3119 12.6070 50,306.60 34 50,306.60
34 2.1807 50,361.12
08 4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Apartments Low Rise 145.75 154.25 154.00 506,227 506,227 Apartments Mid Rise 4,026.75 3,773.25 4075.50 13,660,065 13,660,065 General Office Building 288.45 62.55 31.05 706,812 706,812 High Turnover (Sit Down Restaurant) 2,368.80 2,873.52 2817.72 3,413,937 3,413,937 Hotel 192.00 187.50 160.00 445,703 445,703
Quality Restaurant 501.12 511.92 461.20 707,488 707,488 Regional Shopping Center 528.08 601.44 357.84 1,112,221 1,112,221 Total 8,050.95 8,164.43 8,057.31 20,552,452 20,552,452
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Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Low Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 General Office Building 16.60 8.40 6.90 33.00 48.00 19.00 77 19 4 High Turnover (Sit Down
Rt t )

16.60 8.40 6.90 8.50 72.50 19.00 37 20 43
Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4
Quality Restaurant 16.60 8.40 6.90 12.00 69.00 19.00 38 18 44 Regional Shopping Center 16.60 8.40 6.90 16.30 64.70 19.00 54 35 11

5.0 Energy Detail

5.1 Mitigation Measures Energy

4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Low Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Apartments Mid Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 General Office Building 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 High Turnover (Sit Down
Restaurant)

0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Hotel 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Quality Restaurant 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Regional Shopping Center 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.00082 1 Historical Energy Use: N
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated

0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 NaturalGas
Unmitigated

0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:54 PMPage 30 of 35 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer

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5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Low
Rise
1119.16 0.0121 0.1031 0.0439 6.6000e-
004

8.3400e-
003

8.3400e-
003

8.3400e-
003

8.3400e-
003
131.6662 131.6662 2.5200e-
003

2.4100e-
003
132.4486
Apartments Mid
Rise
35784.3 0.3859 3.2978 1.4033 0.0211 0.2666 0.2666 0.2666 0.2666 4,209.916 4 4,209.916
4 0.0807 0.0772 4,234.933
9 General Office
Building
1283.42 0.0138 0.1258 0.1057 7.5000e-
004

9.5600e-
003

9.5600e-
003

9.5600e-
003

9.5600e-
003
150.9911 150.9911 2.8900e-
003

2.7700e-
003
151.8884
High Turnover (Sit
Down Restaurant)
22759.9 0.2455 2.2314 1.8743 0.0134 0.1696 0.1696 0.1696 0.1696 2,677.634 2 2,677.634
2 0.0513 0.0491 2,693.546
0 Hotel 4769.72 0.0514 0.4676 0.3928 2.8100e-
003

0.0355 0.0355 0.0355 0.0355 561.1436 561.1436 0.0108 0.0103 564.4782 Quality
Restaurant
5057.75 0.0545 0.4959 0.4165 2.9800e-
003

0.0377 0.0377 0.0377 0.0377 595.0298 595.0298 0.0114 0.0109 598.5658 Regional
Shopping Center
251.616 2.7100e-
003

0.0247 0.0207 1.5000e-
004

1.8700e-
003

1.8700e-
003

1.8700e-
003

1.8700e-
003

29.6019 29.6019 5.7000e-
004

5.4000e-
004

29.7778
Total 0.7660 6.7463 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Unmitigated
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6.1 Mitigation Measures Area

6.0 Area Detail

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Low
Rise

1.11916 0.0121 0.1031 0.0439 6.6000e-
004

8.3400e-
003

8.3400e-
003

8.3400e-
003

8.3400e-
003
131.6662 131.6662 2.5200e-
003

2.4100e-
003
132.4486
Apartments Mid
Rise

35.7843 0.3859 3.2978 1.4033 0.0211 0.2666 0.2666 0.2666 0.2666 4,209.916 4 4,209.916
4 0.0807 0.0772 4,234.933
9 General Office
Building

1.28342 0.0138 0.1258 0.1057 7.5000e-
004

9.5600e-
003

9.5600e-
003

9.5600e-
003

9.5600e-
003
150.9911 150.9911 2.8900e-
003

2.7700e-
003
151.8884
High Turnover (Sit
Down Restaurant)

22.7599 0.2455 2.2314 1.8743 0.0134 0.1696 0.1696 0.1696 0.1696 2,677.634 2 2,677.634
2 0.0513 0.0491 2,693.546
0 Hotel 4.76972 0.0514 0.4676 0.3928 2.8100e-
003

0.0355 0.0355 0.0355 0.0355 561.1436 561.1436 0.0108 0.0103 564.4782 Quality
Restaurant

5.05775 0.0545 0.4959 0.4165 2.9800e-
003

0.0377 0.0377 0.0377 0.0377 595.0298 595.0298 0.0114 0.0109 598.5658 Regional
Shopping Center

0.251616 2.7100e-
003

0.0247 0.0207 1.5000e-
004

1.8700e-
003

1.8700e-
003

1.8700e-
003

1.8700e-
003

29.6019 29.6019 5.7000e-
004

5.4000e-
004

29.7778
Total 0.7660 6.7463 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mitigated
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Unmitigated 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating

2.2670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

24.1085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 1.6500 14.1000 6.0000 0.0900 1.1400 1.1400 1.1400 1.1400 0.0000 18,000.00 00 18,000.00
00 0.3450 0.3300 18,106.96
50 Landscaping 2.4766 0.9496 82.4430 4.3600e-
003

0.4574 0.4574 0.4574 0.4574 148.5950 148.5950 0.1424 152.1542 Total 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Unmitigated
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8.1 Mitigation Measures Waste

7.1 Mitigation Measures Water

7.0 Water Detail

8.0 Waste Detail

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating

2.2670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

24.1085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 1.6500 14.1000 6.0000 0.0900 1.1400 1.1400 1.1400 1.1400 0.0000 18,000.00 00 18,000.00
00 0.3450 0.3300 18,106.96
50 Landscaping 2.4766 0.9496 82.4430 4.3600e-
003

0.4574 0.4574 0.4574 0.4574 148.5950 148.5950 0.1424 152.1542 Total 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Mitigated

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type

10.0 Stationary Equipment
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11.0 Vegetation
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
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1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population General Office Building 45.00 1000sqft 1.03 45,000.00 0 High Turnover (Sit Down Restaurant) 36.00 1000sqft 0.83 36,000.00 0 Hotel 50.00 Room 1.67 72,600.00 0
Quality Restaurant 8.00 1000sqft 0.18 8,000.00 0
Apartments Low Rise 25.00 Dwelling Unit 1.56 25,000.00 72 Apartments Mid Rise 975.00 Dwelling Unit 25.66 975,000.00 2789 Regional Shopping Center 56.00 1000sqft 1.29 56,000.00 0

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
9 Wind Speed (m/s) Precipitation Freq (Days)2.2 33

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Southern California Edison
2028Operational Year
CO2 Intensity
(lb/MWhr)
702.44 0.029 CH4 Intensity
(lb/MWhr)

0.006N2O Intensity
(lb/MWhr)
Village South Specific Plan (Proposed)
Los Angeles-South Coast County, Winter
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Project Characteristics - Consistent with the DEIR's model.

Land Use - See SWAPE comment regarding residential and retail land uses.

Construction Phase - See SWAPE comment regarding individual construction phase lengths.

Demolition - Consistent with the DEIR's model. See SWAPE comment regarding demolition.

Vehicle Trips - Saturday trips consistent with the DEIR's model. See SWAPE comment regarding weekday and Sunday trips.

Woodstoves - Woodstoves and wood-burning fireplaces consistent with the DEIR's model. See SWAPE comment regarding gas fireplaces.

Energy Use -
Construction Off-road Equipment Mitigation - See SWAPE comment on construction-related mitigation.

Area Mitigation - See SWAPE comment regarding operational mitigation measures.

Water Mitigation - See SWAPE comment regarding operational mitigation measures.

Table Name Column Name Default Value New Value
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces NumberWood 1.25 0.00
tblFireplaces NumberWood 48.75 0.00
tblVehicleTrips ST_TR 7.16 6.17
tblVehicleTrips ST_TR 6.39 3.87
tblVehicleTrips ST_TR 2.46 1.39
tblVehicleTrips ST_TR 158.37 79.82
tblVehicleTrips ST_TR 8.19 3.75
tblVehicleTrips ST_TR 94.36 63.99
tblVehicleTrips ST_TR 49.97 10.74
tblVehicleTrips SU_TR 6.07 6.16
tblVehicleTrips SU_TR 5.86 4.18
tblVehicleTrips SU_TR 1.05 0.69
tblVehicleTrips SU_TR 131.84 78.27
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2.0 Emissions Summary
tblVehicleTrips SU_TR 5.95 3.20
tblVehicleTrips SU_TR 72.16 57.65
tblVehicleTrips SU_TR 25.24 6.39
tblVehicleTrips WD_TR 6.59 5.83
tblVehicleTrips WD_TR 6.65 4.13
tblVehicleTrips WD_TR 11.03 6.41
tblVehicleTrips WD_TR 127.15 65.80
tblVehicleTrips WD_TR 8.17 3.84
tblVehicleTrips WD_TR 89.95 62.64
tblVehicleTrips WD_TR 42.70 9.43
tblWoodstoves NumberCatalytic 1.25 0.00
tblWoodstoves NumberCatalytic 48.75 0.00
tblWoodstoves NumberNoncatalytic 1.25 0.00
tblWoodstoves NumberNoncatalytic 48.75 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
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2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 4.2865 46.4651 31.6150 0.0642 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 6,221.493 7 6,221.493
7 1.9491 0.0000 6,270.221
4 2022 5.7218 38.9024 47.3319 0.1455 9.8688 1.6366 10.7736 3.6558 1.5057 5.1615 0.0000 14,630.30 99 14,630.30
99 1.9499 0.0000 14,657.26
63 2023 5.2705 26.4914 44.5936 0.1413 9.8688 0.7800 10.6488 2.6381 0.7328 3.3708 0.0000 14,210.34 24 14,210.34
24 1.0230 0.0000 14,235.91
60 2024 237.2328 9.5610 15.0611 0.0243 1.7884 0.4698 1.8628 0.4743 0.4322 0.5476 0.0000 2,352.417 8 2,352.417
8 0.7175 0.0000 2,370.355
0 Maximum 237.2328 46.4651 47.3319 0.1455 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 14,630.30 99 14,630.30
99 1.9499 0.0000 14,657.26
63 Unmitigated Construction
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2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 4.2865 46.4651 31.6150 0.0642 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 6,221.493 7 6,221.493
7 1.9491 0.0000 6,270.221
4 2022 5.7218 38.9024 47.3319 0.1455 9.8688 1.6366 10.7736 3.6558 1.5057 5.1615 0.0000 14,630.30 99 14,630.30
99 1.9499 0.0000 14,657.26
63 2023 5.2705 26.4914 44.5936 0.1413 9.8688 0.7800 10.6488 2.6381 0.7328 3.3708 0.0000 14,210.34 24 14,210.34
24 1.0230 0.0000 14,235.91
60 2024 237.2328 9.5610 15.0611 0.0243 1.7884 0.4698 1.8628 0.4743 0.4322 0.5476 0.0000 2,352.417 8 2,352.417
8 0.7175 0.0000 2,370.355
0 Maximum 237.2328 46.4651 47.3319 0.1455 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 14,630.30 99 14,630.30
99 1.9499 0.0000 14,657.26
63 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:49 PMPage 5 of 35 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter

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2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Energy 0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mobile 9.5233 45.9914 110.0422 0.4681 45.9592 0.3373 46.2965 12.2950 0.3132 12.6083 47,917.80 05 47,917.80
05 2.1953 47,972.68
39 Total 40.7912 67.7872 202.7424 0.6043 45.9592 2.4640 48.4231 12.2950 2.4399 14.7349 0.0000 74,422.37 87 74,422.37
87 2.8429 0.4832 74,637.44
17 Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Energy 0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mobile 9.5233 45.9914 110.0422 0.4681 45.9592 0.3373 46.2965 12.2950 0.3132 12.6083 47,917.80 05 47,917.80
05 2.1953 47,972.68
39 Total 40.7912 67.7872 202.7424 0.6043 45.9592 2.4640 48.4231 12.2950 2.4399 14.7349 0.0000 74,422.37 87 74,422.37
87 2.8429 0.4832 74,637.44
17 Mitigated Operational
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3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 9/1/2021 10/12/2021 5 30
2 Site Preparation Site Preparation 10/13/2021 11/9/2021 5 20 3 Grading Grading 11/10/2021 1/11/2022 5 45
4 Building Construction Building Construction 1/12/2022 12/12/2023 5 500 5 Paving Paving 12/13/2023 1/30/2024 5 35
6 Architectural Coating Architectural Coating 1/31/2024 3/19/2024 5 35 OffRoad Equipment
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 2,025,000; Residential Outdoor: 675,000; Non-Residential Indoor: 326,400; Non-Residential Outdoor: 108,800; Striped Parking Area: 0 (Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 112.5
Acres of Paving: 0
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Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Grading Excavators 2 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Scrapers 2 8.00 367 0.48
Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37
Building Construction Cranes 1 7.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Paving Pavers 2 8.00 130 0.42
Paving Paving Equipment 2 8.00 132 0.36
Paving Rollers 2 8.00 80 0.38
Architectural Coating
Air Compressors 1 6.00 78 0.48
Trips and VMT
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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 3.3074 0.0000 3.3074 0.5008 0.0000 0.5008 0.0000 0.0000 Off-Road 3.1651 31.4407 21.5650 0.0388 1.5513 1.5513 1.4411 1.4411 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Total 3.1651 31.4407 21.5650 0.0388 3.3074 1.5513 4.8588 0.5008 1.4411 1.9419 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Unmitigated Construction On-Site

3.1 Mitigation Measures Construction
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 6 15.00 0.00 458.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 801.00 143.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 160.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 1/6/2021 1:49 PMPage 9 of 35 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter

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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1304 4.1454 1.0182 0.0117 0.2669 0.0128 0.2797 0.0732 0.0122 0.0854 1,269.855 5 1,269.855
5 0.0908 1,272.125
2 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0715 0.0489 0.5524 1.6100e-
003

0.1677 1.3500e-
003

0.1690 0.0445 1.2500e-
003

0.0457 160.8377 160.8377 4.7300e-
003
160.9560
Total 0.2019 4.1943 1.5706 0.0133 0.4346 0.0141 0.4487 0.1176 0.0135 0.1311 1,430.693 2 1,430.693
2 0.0955 1,433.081
2 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 3.3074 0.0000 3.3074 0.5008 0.0000 0.5008 0.0000 0.0000 Off-Road 3.1651 31.4407 21.5650 0.0388 1.5513 1.5513 1.4411 1.4411 0.0000 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Total 3.1651 31.4407 21.5650 0.0388 3.3074 1.5513 4.8588 0.5008 1.4411 1.9419 0.0000 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Mitigated Construction On-Site
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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1304 4.1454 1.0182 0.0117 0.2669 0.0128 0.2797 0.0732 0.0122 0.0854 1,269.855 5 1,269.855
5 0.0908 1,272.125
2 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0715 0.0489 0.5524 1.6100e-
003

0.1677 1.3500e-
003

0.1690 0.0445 1.2500e-
003

0.0457 160.8377 160.8377 4.7300e-
003
160.9560
Total 0.2019 4.1943 1.5706 0.0133 0.4346 0.0141 0.4487 0.1176 0.0135 0.1311 1,430.693 2 1,430.693
2 0.0955 1,433.081
2 Mitigated Construction Off-Site

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 3.8882 40.4971 21.1543 0.0380 2.0445 2.0445 1.8809 1.8809 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Total 3.8882 40.4971 21.1543 0.0380 18.0663 2.0445 20.1107 9.9307 1.8809 11.8116 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Unmitigated Construction On-Site
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3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0858 0.0587 0.6629 1.9400e-
003

0.2012 1.6300e-
003

0.2028 0.0534 1.5000e-
003

0.0549 193.0052 193.0052 5.6800e-
003
193.1472
Total 0.0858 0.0587 0.6629 1.9400e-
003

0.2012 1.6300e-
003

0.2028 0.0534 1.5000e-
003

0.0549 193.0052 193.0052 5.6800e-
003
193.1472
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 3.8882 40.4971 21.1543 0.0380 2.0445 2.0445 1.8809 1.8809 0.0000 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Total 3.8882 40.4971 21.1543 0.0380 18.0663 2.0445 20.1107 9.9307 1.8809 11.8116 0.0000 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Mitigated Construction On-Site
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3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0858 0.0587 0.6629 1.9400e-
003

0.2012 1.6300e-
003

0.2028 0.0534 1.5000e-
003

0.0549 193.0052 193.0052 5.6800e-
003
193.1472
Total 0.0858 0.0587 0.6629 1.9400e-
003

0.2012 1.6300e-
003

0.2028 0.0534 1.5000e-
003

0.0549 193.0052 193.0052 5.6800e-
003
193.1472
Mitigated Construction Off-Site

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 4.1912 46.3998 30.8785 0.0620 1.9853 1.9853 1.8265 1.8265 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Total 4.1912 46.3998 30.8785 0.0620 8.6733 1.9853 10.6587 3.5965 1.8265 5.4230 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Unmitigated Construction On-Site
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3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0954 0.0652 0.7365 2.1500e-
003

0.2236 1.8100e-
003

0.2254 0.0593 1.6600e-
003

0.0610 214.4502 214.4502 6.3100e-
003
214.6080
Total 0.0954 0.0652 0.7365 2.1500e-
003

0.2236 1.8100e-
003

0.2254 0.0593 1.6600e-
003

0.0610 214.4502 214.4502 6.3100e-
003
214.6080
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 4.1912 46.3998 30.8785 0.0620 1.9853 1.9853 1.8265 1.8265 0.0000 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Total 4.1912 46.3998 30.8785 0.0620 8.6733 1.9853 10.6587 3.5965 1.8265 5.4230 0.0000 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Mitigated Construction On-Site
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3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0954 0.0652 0.7365 2.1500e-
003

0.2236 1.8100e-
003

0.2254 0.0593 1.6600e-
003

0.0610 214.4502 214.4502 6.3100e-
003
214.6080
Total 0.0954 0.0652 0.7365 2.1500e-
003

0.2236 1.8100e-
003

0.2254 0.0593 1.6600e-
003

0.0610 214.4502 214.4502 6.3100e-
003
214.6080
Mitigated Construction Off-Site

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Total 3.6248 38.8435 29.0415 0.0621 8.6733 1.6349 10.3082 3.5965 1.5041 5.1006 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Unmitigated Construction On-Site
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3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0896 0.0589 0.6784 2.0800e-
003

0.2236 1.7500e-
003

0.2253 0.0593 1.6100e-
003

0.0609 206.9139 206.9139 5.7000e-
003
207.0563
Total 0.0896 0.0589 0.6784 2.0800e-
003

0.2236 1.7500e-
003

0.2253 0.0593 1.6100e-
003

0.0609 206.9139 206.9139 5.7000e-
003
207.0563
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 0.0000 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Total 3.6248 38.8435 29.0415 0.0621 8.6733 1.6349 10.3082 3.5965 1.5041 5.1006 0.0000 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Mitigated Construction On-Site
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3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0896 0.0589 0.6784 2.0800e-
003

0.2236 1.7500e-
003

0.2253 0.0593 1.6100e-
003

0.0609 206.9139 206.9139 5.7000e-
003
207.0563
Total 0.0896 0.0589 0.6784 2.0800e-
003

0.2236 1.7500e-
003

0.2253 0.0593 1.6100e-
003

0.0609 206.9139 206.9139 5.7000e-
003
207.0563
Mitigated Construction Off-Site

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Unmitigated Construction On-Site
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3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4284 13.1673 3.8005 0.0354 0.9155 0.0256 0.9412 0.2636 0.0245 0.2881 3,789.075 0 3,789.075
0 0.2381 3,795.028
3 Worker 3.5872 2.3593 27.1680 0.0832 8.9533 0.0701 9.0234 2.3745 0.0646 2.4390 8,286.901 3 8,286.901
3 0.2282 8,292.605
8 Total 4.0156 15.5266 30.9685 0.1186 9.8688 0.0957 9.9645 2.6381 0.0891 2.7271 12,075.97 63 12,075.97
63 0.4663 12,087.63
41 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Mitigated Construction On-Site
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3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4284 13.1673 3.8005 0.0354 0.9155 0.0256 0.9412 0.2636 0.0245 0.2881 3,789.075 0 3,789.075
0 0.2381 3,795.028
3 Worker 3.5872 2.3593 27.1680 0.0832 8.9533 0.0701 9.0234 2.3745 0.0646 2.4390 8,286.901 3 8,286.901
3 0.2282 8,292.605
8 Total 4.0156 15.5266 30.9685 0.1186 9.8688 0.0957 9.9645 2.6381 0.0891 2.7271 12,075.97 63 12,075.97
63 0.4663 12,087.63
41 Mitigated Construction Off-Site

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Unmitigated Construction On-Site
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3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3183 9.9726 3.3771 0.0343 0.9156 0.0122 0.9277 0.2636 0.0116 0.2752 3,671.400 7 3,671.400
7 0.2096 3,676.641
7 Worker 3.3795 2.1338 24.9725 0.0801 8.9533 0.0681 9.0214 2.3745 0.0627 2.4372 7,983.731 8 7,983.731
8 0.2055 7,988.868
3 Total 3.6978 12.1065 28.3496 0.1144 9.8688 0.0803 9.9491 2.6381 0.0743 2.7124 11,655.13 25 11,655.13
25 0.4151 11,665.50
99 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Mitigated Construction On-Site
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3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3183 9.9726 3.3771 0.0343 0.9156 0.0122 0.9277 0.2636 0.0116 0.2752 3,671.400 7 3,671.400
7 0.2096 3,676.641
7 Worker 3.3795 2.1338 24.9725 0.0801 8.9533 0.0681 9.0214 2.3745 0.0627 2.4372 7,983.731 8 7,983.731
8 0.2055 7,988.868
3 Total 3.6978 12.1065 28.3496 0.1144 9.8688 0.0803 9.9491 2.6381 0.0743 2.7124 11,655.13 25 11,655.13
25 0.4151 11,665.50
99 Mitigated Construction Off-Site

3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Unmitigated Construction On-Site
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3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0633 0.0400 0.4677 1.5000e-
003

0.1677 1.2800e-
003

0.1689 0.0445 1.1700e-
003

0.0456 149.5081 149.5081 3.8500e-
003
149.6043
Total 0.0633 0.0400 0.4677 1.5000e-
003

0.1677 1.2800e-
003

0.1689 0.0445 1.1700e-
003

0.0456 149.5081 149.5081 3.8500e-
003
149.6043
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 0.0000 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 0.0000 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Mitigated Construction On-Site
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3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0633 0.0400 0.4677 1.5000e-
003

0.1677 1.2800e-
003

0.1689 0.0445 1.1700e-
003

0.0456 149.5081 149.5081 3.8500e-
003
149.6043
Total 0.0633 0.0400 0.4677 1.5000e-
003

0.1677 1.2800e-
003

0.1689 0.0445 1.1700e-
003

0.0456 149.5081 149.5081 3.8500e-
003
149.6043
Mitigated Construction Off-Site

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Unmitigated Construction On-Site
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3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0601 0.0364 0.4354 1.4500e-
003

0.1677 1.2600e-
003

0.1689 0.0445 1.1600e-
003

0.0456 144.8706 144.8706 3.5300e-
003
144.9587
Total 0.0601 0.0364 0.4354 1.4500e-
003

0.1677 1.2600e-
003

0.1689 0.0445 1.1600e-
003

0.0456 144.8706 144.8706 3.5300e-
003
144.9587
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Mitigated Construction On-Site
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3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0601 0.0364 0.4354 1.4500e-
003

0.1677 1.2600e-
003

0.1689 0.0445 1.1600e-
003

0.0456 144.8706 144.8706 3.5300e-
003
144.9587
Total 0.0601 0.0364 0.4354 1.4500e-
003

0.1677 1.2600e-
003

0.1689 0.0445 1.1600e-
003

0.0456 144.8706 144.8706 3.5300e-
003
144.9587
Mitigated Construction Off-Site

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 236.4115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e-
003

0.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Total 236.5923 1.2188 1.8101 2.9700e-
003

0.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Unmitigated Construction On-Site
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3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.6406 0.3886 4.6439 0.0155 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,545.286 0 1,545.286
0 0.0376 1,546.226
2 Total 0.6406 0.3886 4.6439 0.0155 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,545.286 0 1,545.286
0 0.0376 1,546.226
2 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 236.4115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e-
003

0.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Total 236.5923 1.2188 1.8101 2.9700e-
003

0.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Mitigated Construction On-Site
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4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.6406 0.3886 4.6439 0.0155 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,545.286 0 1,545.286
0 0.0376 1,546.226
2 Total 0.6406 0.3886 4.6439 0.0155 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,545.286 0 1,545.286
0 0.0376 1,546.226
2 Mitigated Construction Off-Site
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 9.5233 45.9914 110.0422 0.4681 45.9592 0.3373 46.2965 12.2950 0.3132 12.6083 47,917.80 05 47,917.80
05 2.1953 47,972.68
39 Unmitigated 9.5233 45.9914 110.0422 0.4681 45.9592 0.3373 46.2965 12.2950 0.3132 12.6083 47,917.80 05 47,917.80
05 2.1953 47,972.68
39 4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Apartments Low Rise 145.75 154.25 154.00 506,227 506,227 Apartments Mid Rise 4,026.75 3,773.25 4075.50 13,660,065 13,660,065 General Office Building 288.45 62.55 31.05 706,812 706,812 High Turnover (Sit Down Restaurant) 2,368.80 2,873.52 2817.72 3,413,937 3,413,937 Hotel 192.00 187.50 160.00 445,703 445,703
Quality Restaurant 501.12 511.92 461.20 707,488 707,488 Regional Shopping Center 528.08 601.44 357.84 1,112,221 1,112,221 Total 8,050.95 8,164.43 8,057.31 20,552,452 20,552,452
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Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Low Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 General Office Building 16.60 8.40 6.90 33.00 48.00 19.00 77 19 4 High Turnover (Sit Down
Rt t )

16.60 8.40 6.90 8.50 72.50 19.00 37 20 43
Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4
Quality Restaurant 16.60 8.40 6.90 12.00 69.00 19.00 38 18 44 Regional Shopping Center 16.60 8.40 6.90 16.30 64.70 19.00 54 35 11

5.0 Energy Detail

5.1 Mitigation Measures Energy

4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Low Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Apartments Mid Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 General Office Building 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 High Turnover (Sit Down
Restaurant)

0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Hotel 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Quality Restaurant 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Regional Shopping Center 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.00082 1 Historical Energy Use: N
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated

0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 NaturalGas
Unmitigated

0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
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5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Low
Rise
1119.16 0.0121 0.1031 0.0439 6.6000e-
004

8.3400e-
003

8.3400e-
003

8.3400e-
003

8.3400e-
003
131.6662 131.6662 2.5200e-
003

2.4100e-
003
132.4486
Apartments Mid
Rise
35784.3 0.3859 3.2978 1.4033 0.0211 0.2666 0.2666 0.2666 0.2666 4,209.916 4 4,209.916
4 0.0807 0.0772 4,234.933
9 General Office
Building
1283.42 0.0138 0.1258 0.1057 7.5000e-
004

9.5600e-
003

9.5600e-
003

9.5600e-
003

9.5600e-
003
150.9911 150.9911 2.8900e-
003

2.7700e-
003
151.8884
High Turnover (Sit
Down Restaurant)
22759.9 0.2455 2.2314 1.8743 0.0134 0.1696 0.1696 0.1696 0.1696 2,677.634 2 2,677.634
2 0.0513 0.0491 2,693.546
0 Hotel 4769.72 0.0514 0.4676 0.3928 2.8100e-
003

0.0355 0.0355 0.0355 0.0355 561.1436 561.1436 0.0108 0.0103 564.4782 Quality
Restaurant
5057.75 0.0545 0.4959 0.4165 2.9800e-
003

0.0377 0.0377 0.0377 0.0377 595.0298 595.0298 0.0114 0.0109 598.5658 Regional
Shopping Center
251.616 2.7100e-
003

0.0247 0.0207 1.5000e-
004

1.8700e-
003

1.8700e-
003

1.8700e-
003

1.8700e-
003

29.6019 29.6019 5.7000e-
004

5.4000e-
004

29.7778
Total 0.7660 6.7463 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Unmitigated
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6.1 Mitigation Measures Area

6.0 Area Detail

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Low
Rise

1.11916 0.0121 0.1031 0.0439 6.6000e-
004

8.3400e-
003

8.3400e-
003

8.3400e-
003

8.3400e-
003
131.6662 131.6662 2.5200e-
003

2.4100e-
003
132.4486
Apartments Mid
Rise

35.7843 0.3859 3.2978 1.4033 0.0211 0.2666 0.2666 0.2666 0.2666 4,209.916 4 4,209.916
4 0.0807 0.0772 4,234.933
9 General Office
Building

1.28342 0.0138 0.1258 0.1057 7.5000e-
004

9.5600e-
003

9.5600e-
003

9.5600e-
003

9.5600e-
003
150.9911 150.9911 2.8900e-
003

2.7700e-
003
151.8884
High Turnover (Sit
Down Restaurant)

22.7599 0.2455 2.2314 1.8743 0.0134 0.1696 0.1696 0.1696 0.1696 2,677.634 2 2,677.634
2 0.0513 0.0491 2,693.546
0 Hotel 4.76972 0.0514 0.4676 0.3928 2.8100e-
003

0.0355 0.0355 0.0355 0.0355 561.1436 561.1436 0.0108 0.0103 564.4782 Quality
Restaurant

5.05775 0.0545 0.4959 0.4165 2.9800e-
003

0.0377 0.0377 0.0377 0.0377 595.0298 595.0298 0.0114 0.0109 598.5658 Regional
Shopping Center

0.251616 2.7100e-
003

0.0247 0.0207 1.5000e-
004

1.8700e-
003

1.8700e-
003

1.8700e-
003

1.8700e-
003

29.6019 29.6019 5.7000e-
004

5.4000e-
004

29.7778
Total 0.7660 6.7463 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mitigated
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Unmitigated 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating

2.2670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

24.1085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 1.6500 14.1000 6.0000 0.0900 1.1400 1.1400 1.1400 1.1400 0.0000 18,000.00 00 18,000.00
00 0.3450 0.3300 18,106.96
50 Landscaping 2.4766 0.9496 82.4430 4.3600e-
003

0.4574 0.4574 0.4574 0.4574 148.5950 148.5950 0.1424 152.1542 Total 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Unmitigated
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8.1 Mitigation Measures Waste

7.1 Mitigation Measures Water

7.0 Water Detail

8.0 Waste Detail

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating

2.2670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

24.1085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 1.6500 14.1000 6.0000 0.0900 1.1400 1.1400 1.1400 1.1400 0.0000 18,000.00 00 18,000.00
00 0.3450 0.3300 18,106.96
50 Landscaping 2.4766 0.9496 82.4430 4.3600e-
003

0.4574 0.4574 0.4574 0.4574 148.5950 148.5950 0.1424 152.1542 Total 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Mitigated

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type

10.0 Stationary Equipment
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11.0 Vegetation
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
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1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population General Office Building 45.00 1000sqft 1.03 45,000.00 0 High Turnover (Sit Down Restaurant) 36.00 1000sqft 0.83 36,000.00 0 Hotel 50.00 Room 1.67 72,600.00 0
Quality Restaurant 8.00 1000sqft 0.18 8,000.00 0
Apartments Low Rise 25.00 Dwelling Unit 1.56 25,000.00 72 Apartments Mid Rise 975.00 Dwelling Unit 25.66 975,000.00 2789 Regional Shopping Center 56.00 1000sqft 1.29 56,000.00 0

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
9 Wind Speed (m/s) Precipitation Freq (Days)2.2 33

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Southern California Edison
2028Operational Year
CO2 Intensity
(lb/MWhr)
702.44 0.029 CH4 Intensity
(lb/MWhr)

0.006N2O Intensity
(lb/MWhr)
Village South Specific Plan (Proposed)
Los Angeles-South Coast County, Annual
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Project Characteristics - Consistent with the DEIR's model.

Land Use - See SWAPE comment regarding residential and retail land uses.

Construction Phase - See SWAPE comment regarding individual construction phase lengths.

Demolition - Consistent with the DEIR's model. See SWAPE comment regarding demolition.

Vehicle Trips - Saturday trips consistent with the DEIR's model. See SWAPE comment regarding weekday and Sunday trips.

Woodstoves - Woodstoves and wood-burning fireplaces consistent with the DEIR's model. See SWAPE comment regarding gas fireplaces.

Energy Use -
Construction Off-road Equipment Mitigation - See SWAPE comment on construction-related mitigation.

Area Mitigation - See SWAPE comment regarding operational mitigation measures.

Water Mitigation - See SWAPE comment regarding operational mitigation measures.

Trips and VMT - Local hire provision
Table Name Column Name Default Value New Value
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces NumberWood 1.25 0.00
tblFireplaces NumberWood 48.75 0.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblVehicleTrips ST_TR 7.16 6.17
tblVehicleTrips ST_TR 6.39 3.87
tblVehicleTrips ST_TR 2.46 1.39
tblVehicleTrips ST_TR 158.37 79.82
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2.0 Emissions Summary
tblVehicleTrips ST_TR 8.19 3.75
tblVehicleTrips ST_TR 94.36 63.99
tblVehicleTrips ST_TR 49.97 10.74
tblVehicleTrips SU_TR 6.07 6.16
tblVehicleTrips SU_TR 5.86 4.18
tblVehicleTrips SU_TR 1.05 0.69
tblVehicleTrips SU_TR 131.84 78.27
tblVehicleTrips SU_TR 5.95 3.20
tblVehicleTrips SU_TR 72.16 57.65
tblVehicleTrips SU_TR 25.24 6.39
tblVehicleTrips WD_TR 6.59 5.83
tblVehicleTrips WD_TR 6.65 4.13
tblVehicleTrips WD_TR 11.03 6.41
tblVehicleTrips WD_TR 127.15 65.80
tblVehicleTrips WD_TR 8.17 3.84
tblVehicleTrips WD_TR 89.95 62.64
tblVehicleTrips WD_TR 42.70 9.43
tblWoodstoves NumberCatalytic 1.25 0.00
tblWoodstoves NumberCatalytic 48.75 0.00
tblWoodstoves NumberNoncatalytic 1.25 0.00
tblWoodstoves NumberNoncatalytic 48.75 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
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2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.1704 1.8234 1.1577 2.3800e-
003

0.4141 0.0817 0.4958 0.1788 0.0754 0.2542 0.0000 210.7654 210.7654 0.0600 0.0000 212.2661 2022 0.5865 4.0240 5.1546 0.0155 0.9509 0.1175 1.0683 0.2518 0.1103 0.3621 0.0000 1,418.655 4 1,418.655
4 0.1215 0.0000 1,421.692
5 2023 0.5190 3.2850 4.7678 0.0147 0.8497 0.0971 0.9468 0.2283 0.0912 0.3195 0.0000 1,342.441 2 1,342.441
2 0.1115 0.0000 1,345.229
1 2024 4.1592 0.1313 0.2557 5.0000e-
004

0.0221 6.3900e-
003

0.0285 5.8700e-
003

5.9700e-
003

0.0118 0.0000 44.6355 44.6355 7.8300e-
003

0.0000 44.8311
Maximum 4.1592 4.0240 5.1546 0.0155 0.9509 0.1175 1.0683 0.2518 0.1103 0.3621 0.0000 1,418.655 4 1,418.655
4 0.1215 0.0000 1,421.692
5 Unmitigated Construction
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2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.1704 1.8234 1.1577 2.3800e-
003

0.4141 0.0817 0.4958 0.1788 0.0754 0.2542 0.0000 210.7651 210.7651 0.0600 0.0000 212.2658 2022 0.5865 4.0240 5.1546 0.0155 0.9509 0.1175 1.0683 0.2518 0.1103 0.3621 0.0000 1,418.655 0 1,418.655
0 0.1215 0.0000 1,421.692
1 2023 0.5190 3.2850 4.7678 0.0147 0.8497 0.0971 0.9468 0.2283 0.0912 0.3195 0.0000 1,342.440 9 1,342.440
9 0.1115 0.0000 1,345.228
7 2024 4.1592 0.1313 0.2557 5.0000e-
004

0.0221 6.3900e-
003

0.0285 5.8700e-
003

5.9700e-
003

0.0118 0.0000 44.6354 44.6354 7.8300e-
003

0.0000 44.8311
Maximum 4.1592 4.0240 5.1546 0.0155 0.9509 0.1175 1.0683 0.2518 0.1103 0.3621 0.0000 1,418.655 0 1,418.655
0 0.1215 0.0000 1,421.692
1 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 1 9-1-2021 11-30-2021 1.4091 1.4091
2 12-1-2021 2-28-2022 1.3329 1.3329
3 3-1-2022 5-31-2022 1.1499 1.1499
4 6-1-2022 8-31-2022 1.1457 1.1457
5 9-1-2022 11-30-2022 1.1415 1.1415
6 12-1-2022 2-28-2023 1.0278 1.0278
7 3-1-2023 5-31-2023 0.9868 0.9868
8 6-1-2023 8-31-2023 0.9831 0.9831
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2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 5.1437 0.2950 10.3804 1.6700e-
003

0.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e- 003
222.5835
Energy 0.1398 1.2312 0.7770 7.6200e-
003

0.0966 0.0966 0.0966 0.0966 0.0000 3,896.073
2 3,896.073
2 0.1303 0.0468 3,913.283
3 Mobile 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 Waste 0.0000 0.0000 0.0000 0.0000 207.8079 0.0000 207.8079 12.2811 0.0000 514.8354 Water 0.0000 0.0000 0.0000 0.0000 29.1632 556.6420 585.8052 3.0183 0.0755 683.7567 Total 6.8692 9.5223 30.3407 0.0914 7.7979 0.2260 8.0240 2.0895 0.2219 2.3114 236.9712 12,294.18 07 12,531.15
19 15.7904 0.1260 12,963.47
51 Unmitigated Operational
9 9-1-2023 11-30-2023 0.9798 0.9798
10 12-1-2023 2-29-2024 2.8757 2.8757
11 3-1-2024 5-31-2024 1.6188 1.6188
Highest 2.8757 2.8757
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2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 5.1437 0.2950 10.3804 1.6700e-
003

0.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e- 003
222.5835
Energy 0.1398 1.2312 0.7770 7.6200e-
003

0.0966 0.0966 0.0966 0.0966 0.0000 3,896.073
2 3,896.073
2 0.1303 0.0468 3,913.283
3 Mobile 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 Waste 0.0000 0.0000 0.0000 0.0000 207.8079 0.0000 207.8079 12.2811 0.0000 514.8354 Water 0.0000 0.0000 0.0000 0.0000 29.1632 556.6420 585.8052 3.0183 0.0755 683.7567 Total 6.8692 9.5223 30.3407 0.0914 7.7979 0.2260 8.0240 2.0895 0.2219 2.3114 236.9712 12,294.18 07 12,531.15
19 15.7904 0.1260 12,963.47
51 Mitigated Operational

3.0 Construction Detail
Construction Phase
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/12/2021 2:26 PMPage 7 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

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Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 9/1/2021 10/12/2021 5 30
2 Site Preparation Site Preparation 10/13/2021 11/9/2021 5 20 3 Grading Grading 11/10/2021 1/11/2022 5 45
4 Building Construction Building Construction 1/12/2022 12/12/2023 5 500 5 Paving Paving 12/13/2023 1/30/2024 5 35
6 Architectural Coating Architectural Coating 1/31/2024 3/19/2024 5 35 OffRoad Equipment
Residential Indoor: 2,025,000; Residential Outdoor: 675,000; Non-Residential Indoor: 326,400; Non-Residential Outdoor: 108,800; Striped Parking Area: 0 (Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 112.5
Acres of Paving: 0
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Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Grading Excavators 2 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Scrapers 2 8.00 367 0.48
Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37
Building Construction Cranes 1 7.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Paving Pavers 2 8.00 130 0.42
Paving Paving Equipment 2 8.00 132 0.36
Paving Rollers 2 8.00 80 0.38
Architectural Coating
Air Compressors 1 6.00 78 0.48
Trips and VMT
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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0496 0.0000 0.0496 7.5100e-
003

0.0000 7.5100e-
003

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.0475 0.4716 0.3235 5.8000e-
004

0.0233 0.0233 0.0216 0.0216 0.0000 51.0012 51.0012 0.0144 0.0000 51.3601 Total 0.0475 0.4716 0.3235 5.8000e-
004

0.0496 0.0233 0.0729 7.5100e-
003

0.0216 0.0291 0.0000 51.0012 51.0012 0.0144 0.0000 51.3601 Unmitigated Construction On-Site

3.1 Mitigation Measures Construction
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 6 15.00 0.00 458.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 801.00 143.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 160.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 1/12/2021 2:26 PMPage 10 of 44 Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 1.9300e-
003

0.0634 0.0148 1.8000e-
004

3.9400e-
003

1.9000e-
004

4.1300e-
003

1.0800e-
003

1.8000e-
004

1.2600e-
003

0.0000 17.4566 17.4566 1.2100e-
003

0.0000 17.4869
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.2000e-
004

5.3000e-
004

6.0900e-
003

2.0000e-
005

1.6800e-
003

1.0000e-
005

1.6900e-
003

4.5000e-
004

1.0000e-
005

4.6000e-
004

0.0000 1.5281 1.5281 5.0000e-
005

0.0000 1.5293
Total 2.6500e-
003

0.0639 0.0209 2.0000e-
004

5.6200e-
003

2.0000e-
004

5.8200e-
003

1.5300e-
003

1.9000e-
004

1.7200e-
003

0.0000 18.9847 18.9847 1.2600e-
003

0.0000 19.0161
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0496 0.0000 0.0496 7.5100e-
003

0.0000 7.5100e-
003

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.0475 0.4716 0.3235 5.8000e-
004

0.0233 0.0233 0.0216 0.0216 0.0000 51.0011 51.0011 0.0144 0.0000 51.3600 Total 0.0475 0.4716 0.3235 5.8000e-
004

0.0496 0.0233 0.0729 7.5100e-
003

0.0216 0.0291 0.0000 51.0011 51.0011 0.0144 0.0000 51.3600 Mitigated Construction On-Site
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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 1.9300e-
003

0.0634 0.0148 1.8000e-
004

3.9400e-
003

1.9000e-
004

4.1300e-
003

1.0800e-
003

1.8000e-
004

1.2600e-
003

0.0000 17.4566 17.4566 1.2100e-
003

0.0000 17.4869
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.2000e-
004

5.3000e-
004

6.0900e-
003

2.0000e-
005

1.6800e-
003

1.0000e-
005

1.6900e-
003

4.5000e-
004

1.0000e-
005

4.6000e-
004

0.0000 1.5281 1.5281 5.0000e-
005

0.0000 1.5293
Total 2.6500e-
003

0.0639 0.0209 2.0000e-
004

5.6200e-
003

2.0000e-
004

5.8200e-
003

1.5300e-
003

1.9000e-
004

1.7200e-
003

0.0000 18.9847 18.9847 1.2600e-
003

0.0000 19.0161
Mitigated Construction Off-Site

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1807 0.0000 0.1807 0.0993 0.0000 0.0993 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0389 0.4050 0.2115 3.8000e-
004

0.0204 0.0204 0.0188 0.0188 0.0000 33.4357 33.4357 0.0108 0.0000 33.7061 Total 0.0389 0.4050 0.2115 3.8000e-
004

0.1807 0.0204 0.2011 0.0993 0.0188 0.1181 0.0000 33.4357 33.4357 0.0108 0.0000 33.7061 Unmitigated Construction On-Site
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